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

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Structure Number: 29011,  Location: MILTON I80EB RIVER BRIDGE (Lat: 41.051625,  Lng: -76.854472),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 46.36m (152.10ft),  Average Daily Traffic: 16,839 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 17,276 (year 2032),  Design Load: HL 93,  Features Intersected: SR405 & W BR SUSQUEHANNA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 49.1m (161.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 48.30m (158.46ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29013,  Location: MILTON I80WB RIVER BRIDGE (Lat: 41.051864,  Lng: -76.854506),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 46.54m (152.69ft),  Average Daily Traffic: 16,644 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 17,560 (year 2032),  Design Load: HL 93,  Features Intersected: SR405& WB SUSQUEHANNA R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 48.30m (158.46ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $544,000,  Roadway Improvement Cost: $1,602,000,  Total Project Cost: $7,344,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29142,  Location: 3 MI S OF WATSONTOWN (Lat: 41.054583,  Lng: -76.850422),  Route carried "on" structure: State highway ,  Year Built: 1971,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 2,684 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,215 (year 2032),  Design Load: HS 20,  Features Intersected: OVER NORFOLK SOUTHERN RR,  Facility Carried by Structure: SR 1007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  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: Good,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $376,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 33387,  Location: VILLAGE OF NEW COLUMBIA (Lat: 41.041194,  Lng: -76.870842),  Route carried "on" structure: US 15,  Year Built: 1964,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 9,293 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,094 (year 2032),  Design Load: H 20,  Features Intersected: OVER SR 1008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.974,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  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: 13.7m (44.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 33389,  Location: VILLAGE OF NEW COLUMBIA (Lat: 41.042897,  Lng: -76.870950),  Route carried "on" structure: US 15,  Year Built: 1964,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 18,566 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 25,485 (year 2032),  Design Load: H 20,  Features Intersected: OVER TRIB WB SUSQ RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.974,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 3339,  Location: VILLAGE OF NEW COLUMBIA (Lat: 41.041272,  Lng: -76.871153),  Route carried "on" structure: US 15,  Year Built: 1964,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 9,273 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,106 (year 2032),  Design Load: H 20,  Features Intersected: OVER SR 1008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.966,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  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: 13.7m (44.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  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,  Membrane: Preformed Fabric

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Structure Number: 33393,  Location: 2 MI N OF NEW COLUMBIA (Lat: 41.063028,  Lng: -76.871631),  Route carried "on" structure: US 15,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 8,327 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,520 (year 2032),  Design Load: H 20,  Features Intersected: T-519, TRIB SUSQ RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.243,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  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,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33394,  Location: 2 MI N OF NEW COLUMBIA (Lat: 41.062961,  Lng: -76.871942),  Route carried "on" structure: US 15,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 8,290 (year 2022),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,017 (year 2032),  Design Load: H 20,  Features Intersected: T-519, TRIB SUSQ RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.226,  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: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 33429,  Location: 5 MI W OF WHITE DEER (Lat: 41.071533,  Lng: -76.916014),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 11,352 (year 2021),  Truck Traffic: 47%,  Average Future Daily Traffic: 19,885 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER WHITE DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.721,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $206,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33431,  Location: 5 MI W OF WHITE DEER (Lat: 41.071769,  Lng: -76.915372),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 11,103 (year 2021),  Truck Traffic: 47%,  Average Future Daily Traffic: 17,688 (year 2032),  Design Load: HL 93,  Features Intersected: OVER WHITE DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.937,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 59.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $206,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33432,  Location: 2 MI W OF WHITE DEER (Lat: 41.066881,  Lng: -76.904025),  Route carried "on" structure: State highway ,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 344 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 923 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER I-80 EB,  Facility Carried by Structure: SR 1013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 33433,  Location: 2 MI W OF WHITE DEER (Lat: 41.066667,  Lng: -76.905000),  Route carried "on" structure: State highway ,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 344 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 746 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER I-80 WB,  Facility Carried by Structure: SR 1013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 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,  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: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 33434,  Location: 4 MI SW OF WHITE DEER (Lat: 41.055064,  Lng: -76.885147),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 11,352 (year 2021),  Truck Traffic: 47%,  Average Future Daily Traffic: 24,625 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER DEITRICK RD T-519
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.919,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 95.3 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: 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: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $78,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33435,  Location: 4 MI SW OF WHITE DEER (Lat: 41.055156,  Lng: -76.884614),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 11,103 (year 2021),  Truck Traffic: 47%,  Average Future Daily Traffic: 21,904 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER DIETRICK RD T-519
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.112,  Lanes on structure: 2,  Lanes under 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: 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: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 95.3 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: Better than present minimum criteria,  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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 33437,  Location: 10 MI N OF LEWISBURG (Lat: 41.052158,  Lng: -76.871475),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 16,839 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 21,326 (year 2032),  Design Load: HL 93,  Features Intersected: OVER US 15 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.552,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33439,  Location: 1 MI N OF NEW COLUMBIA (Lat: 41.052014,  Lng: -76.866828),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 16,839 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 17,221 (year 2032),  Design Load: HL 93,  Features Intersected: OVER SR1011&UN.CO.IND.RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.552,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $808,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33441,  Location: 10 MI N OF LEWISBURG (Lat: 41.052378,  Lng: -76.871294),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 16,644 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 21,677 (year 2032),  Design Load: HL 93,  Features Intersected: OVER US 15 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.748,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33443,  Location: 1 MI N OF NEW COLUMBIA (Lat: 41.052361,  Lng: -76.867233),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 16,644 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 17,504 (year 2032),  Design Load: HL 93,  Features Intersected: OVER SR1011&UN.CO.IND.RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.748,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33483,  Location: 1 MI.N.OF KELLY CROSS RDS (Lat: 41.026244,  Lng: -76.935769),  Route carried "on" structure: State highway ,  Year Built: 1934,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 417 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 688 (year 2032),  Design Load: HS 20,  Features Intersected: OVER LITTLE BUFFALO CR,  Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.594,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33484,  Location: 1.5 MI N KELLY CROSSROADS (Lat: 41.035919,  Lng: -76.945986),  Route carried "on" structure: State highway ,  Year Built: 1936,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 417 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 556 (year 2032),  Features Intersected: OVER LITTLE BUFFALO CRK.,  Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.785,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable 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: Febuary 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $107,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 33495,  Location: 1 MI NE KELLY CROSS ROADS (Lat: 41.027431,  Lng: -76.935542),  Route carried "on" structure: State highway ,  Year Built: 1951,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 146 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 143 (year 2032),  Features Intersected: OVER LITTLE BUFFALO CRK,  Facility Carried by Structure: SR 1006
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $97,000,  Deck Structure Type: Closed Grating

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Structure Number: 33499,  Location: 2.75 MI W OF NEW COLUMBIA (Lat: 41.052517,  Lng: -76.889417),  Route carried "on" structure: State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,449 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,197 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB W BR SUSQ,  Facility Carried by Structure: SR 1008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.455,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 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: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 33512,  Location: VILLAGE OF NEW COLUMBIA (Lat: 41.041611,  Lng: -76.866881),  Route carried "on" structure: State highway ,  Year Built: 1932,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,776 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,486 (year 2032),  Features Intersected: TRIB.TO SUSQUEHANNA RIVE,  Facility Carried by Structure: SR 1011
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.923,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 33611,  Location: 0.2 MI. E OF NEW COLUMBIA (Lat: 41.041100,  Lng: -76.863100),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 238 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 368 (year 2043),  Features Intersected: DOG RUN,  Facility Carried by Structure: T-498 CTY BR 5
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 33612,  Location: 1.5 MI. W. OF WHITE DEER (Lat: 41.073639,  Lng: -76.902919),  Route carried "on" structure: City street ,  Year Built: 1915,  Year Reconstructed: 1992,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 163 (year 2021),  Average Future Daily Traffic: 252 (year 2043),  Design Load: H 20,  Features Intersected: WHITE DEER CREEK,  Facility Carried by Structure: T-514 CTY BR # 9
Minimum Vertical Clearance: 3.48m (11.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County 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: 18.9m (62.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $124,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 41845,  Location: 1.5 MI. N. OF MILTON (Lat: 41.051483,  Lng: -76.849803),  Route carried "on" structure: Interstate 80,  Year Built: 2002,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 16,839 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 17,276 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 43282,  Location: 1.5 MI. NORTH OF MILTON (Lat: 41.051717,  Lng: -76.849833),  Route carried "on" structure: Interstate 80,  Year Built: 2001,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 16,644 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 17,560 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4407,  Location: 1 Mile North of Milton (Lat: 41.050611,  Lng: -76.851828),  Route carried "on" structure: State highway 405,  Year Built: 2007,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4,476 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,961 (year 2032),  Design Load: HL 93,  Features Intersected: Muddy Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.005,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.9 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52719,  Location: 4 MI W OF NEW COLUMBIA (Lat: 41.036633,  Lng: -76.944700),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 65 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 97 (year 2041),  Design Load: HL 93,  Features Intersected: LITTLE BUFFALO CREEK,  Facility Carried by Structure: T-404
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 49.9 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29011,  Location: MILTON I80EB RIVER BRIDGE (Lat: 41.051625,  Lng: -76.854472),  Route carried "under" structure: State highway 405,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 4,476 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR405 & W BR SUSQUEHANNA,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 9.95m (32.64ft),  Kilometerpoint: 14.005,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 29013,  Location: MILTON I80WB RIVER BRIDGE (Lat: 41.051864,  Lng: -76.854506),  Route carried "under" structure: State highway 405,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 4,476 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR405& WB SUSQUEHANNA R.,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 9.47m (31.07ft),  Kilometerpoint: 14.005,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33387,  Location: VILLAGE OF NEW COLUMBIA (Lat: 41.041194,  Lng: -76.870842),  Route carried "under" structure: State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,993 (year 2022),  Truck Traffic: 7%,  Features Intersected: OVER SR 1008,  Facility Carried by Structure: SR 15 NBL
Minimum Vertical Clearance: 2.53m (8.30ft),  Kilometerpoint: 5.945,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 3339,  Location: VILLAGE OF NEW COLUMBIA (Lat: 41.041272,  Lng: -76.871153),  Route carried "under" structure: State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,993 (year 2022),  Truck Traffic: 7%,  Features Intersected: OVER SR 1008,  Facility Carried by Structure: SR 15 SBL
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 5.945,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 33393,  Location: 2 MI N OF NEW COLUMBIA (Lat: 41.063028,  Lng: -76.871631),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2010),  Features Intersected: T-519, TRIB SUSQ RVR,  Facility Carried by Structure: SR 15 NBL
Minimum Vertical Clearance: 4.50m (14.76ft),  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: 19.8m (65.0ft)

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Structure Number: 33394,  Location: 2 MI N OF NEW COLUMBIA (Lat: 41.062961,  Lng: -76.871942),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2010),  Features Intersected: T-519, TRIB SUSQ RVR,  Facility Carried by Structure: US 15 SB
Minimum Vertical Clearance: 4.34m (14.24ft),  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: 20.1m (65.9ft)

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Structure Number: 33432,  Location: 2 MI W OF WHITE DEER (Lat: 41.066881,  Lng: -76.904025),  Route carried "under" structure: Interstate 80,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 11,352 (year 2021),  Truck Traffic: 47%,  Features Intersected: OVER I-80 EB,  Facility Carried by Structure: SR 1013
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 21.333,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 33433,  Location: 2 MI W OF WHITE DEER (Lat: 41.066667,  Lng: -76.905000),  Route carried "under" structure: Interstate 80,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 11,103 (year 2021),  Truck Traffic: 47%,  Features Intersected: OVER I-80 WB,  Facility Carried by Structure: SR 1013
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 21.535,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 33434,  Location: 4 MI SW OF WHITE DEER (Lat: 41.055064,  Lng: -76.885147),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1990),  Features Intersected: OVER DEITRICK RD T-519,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 4.37m (14.34ft),  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: 33435,  Location: 4 MI SW OF WHITE DEER (Lat: 41.055156,  Lng: -76.884614),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1990),  Features Intersected: OVER DIETRICK RD T-519,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.80m (15.75ft),  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: 33437,  Location: 10 MI N OF LEWISBURG (Lat: 41.052158,  Lng: -76.871475),  Route carried "under" structure: US 15,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,327 (year 2022),  Truck Traffic: 12%,  Features Intersected: OVER US 15 NB/SB,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 19.694,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 33437,  Location: 10 MI N OF LEWISBURG (Lat: 41.052158,  Lng: -76.871475),  Route carried "under" structure: US 15,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,290 (year 2022),  Truck Traffic: 15%,  Features Intersected: OVER US 15 NB/SB,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 19.682,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 33439,  Location: 1 MI N OF NEW COLUMBIA (Lat: 41.052014,  Lng: -76.866828),  Route carried "under" structure: State highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 2,776 (year 2022),  Truck Traffic: 20%,  Features Intersected: OVER SR1011&UN.CO.IND.RR,  Facility Carried by Structure: I - 80 EB
Minimum Vertical Clearance: 7.64m (25.07ft),  Kilometerpoint: 3.693,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 33441,  Location: 10 MI N OF LEWISBURG (Lat: 41.052378,  Lng: -76.871294),  Route carried "under" structure: US 15,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,290 (year 2022),  Truck Traffic: 15%,  Features Intersected: OVER US 15 NB & SB,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 19.682,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 33441,  Location: 10 MI N OF LEWISBURG (Lat: 41.052378,  Lng: -76.871294),  Route carried "under" structure: US 15,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,327 (year 2022),  Truck Traffic: 12%,  Features Intersected: OVER US 15 NB & SB,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 19.694,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 33443,  Location: 1 MI N OF NEW COLUMBIA (Lat: 41.052361,  Lng: -76.867233),  Route carried "under" structure: State highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 2,776 (year 2022),  Truck Traffic: 20%,  Features Intersected: OVER SR1011&UN.CO.IND.RR,  Facility Carried by Structure: SR 0080 WB
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 3.693,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)