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

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Structure Number: 28337,  Location: MONTOUR-NORTHD CO. LINE (Lat: 41.009653,  Lng: -76.775564),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 14,966 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 19,254 (year 2032),  Design Load: HS 20,  Features Intersected: OVER S.R. 3013
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: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  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: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $691,000,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Other,  Deck Protection: Cathodic Protection

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Structure Number: 28338,  Location: MONTOUR-NORTHD CO. LINE (Lat: 41.010028,  Lng: -76.775319),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 15,726 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 19,130 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER S.R. 3013
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: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  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: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $226,000,  Total Project Cost: $1,036,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Cathodic Protection

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Structure Number: 29023,  Location: 1.5 MI E OF MILTON (Lat: 41.020308,  Lng: -76.792706),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 14,966 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 19,254 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER SR254 & LIMESTONE C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.565,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $368,000,  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: 29024,  Location: LIMESTONEVILLE EXIT (Lat: 41.020231,  Lng: -76.792225),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 15,726 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 19,130 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER SR254/LIMESTONE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.513,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 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: 29057,  Location: 1 MILE EAST OF MILTON (Lat: 41.016156,  Lng: -76.832189),  Route carried "on" structure: State highway 147,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 7,809 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 6,543 (year 2032),  Design Load: HS 20,  Features Intersected: OVER LIMESTONE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.444,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  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: Good,  Channel: Good,  Operating Rating: 58.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 29059,  Location: 0.5 MI NORTH OF MILTON (Lat: 41.031372,  Lng: -76.837814),  Route carried "on" structure: State highway 147,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 5,017 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 8,555 (year 2032),  Design Load: HS 20,  Features Intersected: OVER TWP. 589
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.847,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2906,  Location: 1.75 MI NORTH OF MILTON (Lat: 41.038622,  Lng: -76.840217),  Route carried "on" structure: State highway 147,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,706 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 8,255 (year 2032),  Design Load: HS 20,  Features Intersected: OVER MUDDY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 29102,  Location: 1 MILE SOUTH OF MILTON (Lat: 40.993858,  Lng: -76.864125),  Route carried "on" structure: State highway 405,  Year Built: 1964,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 5,496 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,502 (year 2032),  Features Intersected: OVER HOUSEL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.257,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 29104,  Location: BORO OF MILTON (Lat: 41.017231,  Lng: -76.854589),  Route carried "on" structure: State highway 405,  Year Built: 1978,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 10,011 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,583 (year 2032),  Design Load: HS 20,  Features Intersected: LIMESTONE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.289,  Lanes on structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 29115,  Location: W.MILTON/ISLAND RIVER BR. (Lat: 41.018297,  Lng: -76.864414),  Route carried "on" structure: State highway 642,  Year Built: 1987,  Status: Open,  Structure Length: 18.87m (61.91ft),  Average Daily Traffic: 10,998 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,234 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: W.B. SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 32.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.50m (63.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29116,  Location: MILTON/ISLAND RIVER BR. (Lat: 41.017097,  Lng: -76.859461),  Route carried "on" structure: State highway 642,  Year Built: 1987,  Status: Open,  Structure Length: 40.02m (131.30ft),  Average Daily Traffic: 10,998 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,234 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: W.B. SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.328,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  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: 40.60m (133.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29117,  Location: 1 MI E OF MILTON (Lat: 41.008025,  Lng: -76.830289),  Route carried "on" structure: State highway 642,  Year Built: 1970,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 6,458 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,575 (year 2032),  Design Load: HS 20,  Features Intersected: OVER S.R. 147
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.581,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 4,  Length of Maximum Span: 24.1m (79.1ft),  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: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: 7.50m (24.61ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $234,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 29118,  Location: VILLAGE OF POTTSGROVE (Lat: 40.993092,  Lng: -76.785811),  Route carried "on" structure: State highway 642,  Year Built: 1930,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,578 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,612 (year 2032),  Features Intersected: ROSS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.411,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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: November 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $102,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29119,  Location: 0.5 MI E OF POTTSGROVE (Lat: 40.993117,  Lng: -76.779222),  Route carried "on" structure: State highway 642,  Year Built: 1958,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 2,578 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,612 (year 2032),  Design Load: HL 93,  Features Intersected: OVER CHILLISQUAQUE CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.411,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.6 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: 37.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $437,000,  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: 29163,  Location: 1 MI N.E.OF MILTON (Lat: 41.037472,  Lng: -76.815383),  Route carried "on" structure: State highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 457 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 778 (year 2032),  Design Load: HS 20,  Features Intersected: OVER MUDDY RUN,  Facility Carried by Structure: SR 1019
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2917,  Location: 1 MI S OF MILTON (Lat: 40.996519,  Lng: -76.835850),  Route carried "on" structure: State highway ,  Year Built: 1971,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 505 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 736 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 147,  Facility Carried by Structure: SR 1025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.323,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to 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: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29175,  Location: 3 MI E OF MILTON (Lat: 41.021172,  Lng: -76.781808),  Route carried "on" structure: State highway ,  Year Built: 1950,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 137 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 161 (year 2032),  Features Intersected: LIMESTONE RUN,  Facility Carried by Structure: SR-1029
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.187,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 60.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $89,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29372,  Location: 0.5 MI N OF INT T589 T572 (Lat: 41.038678,  Lng: -76.839711),  Route carried "on" structure: City street T572,  Year Built: 1969,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 77 (year 2041),  Design Load: HS 20,  Features Intersected: MUDDY RUN,  Facility Carried by Structure: T-572 TURBOT TWP.
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),  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: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.8 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29373,  Location: 1.5 MI N OF MILTON BORO (Lat: 41.040708,  Lng: -76.842808),  Route carried "on" structure: City street T633,  Year Built: 1942,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 650 (year 2019),  Average Future Daily Traffic: 1,005 (year 2041),  Design Load: HS 20,  Features Intersected: OVER MUDDY RUN,  Facility Carried by Structure: T-633 TURBOT TWP.
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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $86,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29407,  Location: MILTON BORO (Lat: 41.016947,  Lng: -76.842997),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,220 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,883 (year 2041),  Design Load: HS 20,  Features Intersected: LIMESTONE RUN,  Facility Carried by Structure: BROWN AV.CO.BR#191
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $390,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29408,  Location: MILTON BORO (Lat: 41.017039,  Lng: -76.853197),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 4,900 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,575 (year 2039),  Design Load: HS 20,  Features Intersected: LIMESTONE RUN,  Facility Carried by Structure: FILBERT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 5.0m (16.4ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,155,000,  Roadway Improvement Cost: $3,403,000,  Total Project Cost: $8,371,000

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Structure Number: 29409,  Location: MILTON BORO (Lat: 41.017661,  Lng: -76.837286),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 309 (year 2041),  Design Load: HS 20,  Features Intersected: LIMESTONE RUN,  Facility Carried by Structure: ELEM. SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal 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: April 2021

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Structure Number: 2941,  Location: MILTON BORO (Lat: 41.016831,  Lng: -76.851422),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 630 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 974 (year 2031),  Design Load: HS 20,  Features Intersected: LIMESTONE RUN,  Facility Carried by Structure: MAPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.9 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29412,  Location: MILTON BORO (Lat: 41.016492,  Lng: -76.847917),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 4,350 (year 2009),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,725 (year 2031),  Design Load: HS 20,  Features Intersected: LIMESTONE RUN,  Facility Carried by Structure: TURBOT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $444,000,  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: 29422,  Location: 1.5 MI E OF MILTON (Lat: 41.019706,  Lng: -76.790606),  Route carried "on" structure: Ramp State highway ,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,067 (year 2021),  Truck Traffic: 51%,  Average Future Daily Traffic: 1,437 (year 2032),  Design Load: HS 20,  Features Intersected: RAMP J OVER LIMESTONE R,  Facility Carried by Structure: I-80 RAMP J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29423,  Location: 1.5 MI E OF MILTON (Lat: 41.019822,  Lng: -76.793281),  Route carried "on" structure: Ramp State highway ,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,277 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 1,937 (year 2032),  Design Load: HS 20,  Features Intersected: RAMP K OVER LIMESTONE R,  Facility Carried by Structure: I-80 RAMP K
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  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: 40639,  Location: RIDGE AVENUE (Lat: 41.016481,  Lng: -76.849661),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 570 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 881 (year 2031),  Design Load: HS 20,  Features Intersected: LIMESTONE RUN,  Facility Carried by Structure: RIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41392,  Location: 2 MI. N OF MILTON (Lat: 41.050056,  Lng: -76.840322),  Route carried "on" structure: Interstate 80,  Year Built: 2001,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 14,465 (year 2021),  Truck Traffic: 45%,  Average Future Daily Traffic: 19,130 (year 2032),  Design Load: HL 93,  Features Intersected: I-180 AND RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.896,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  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: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.7 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 41763,  Location: 2 MI N OF MILTON (Lat: 41.049608,  Lng: -76.840067),  Route carried "on" structure: Interstate 80,  Year Built: 2002,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 14,431 (year 2021),  Truck Traffic: 45%,  Average Future Daily Traffic: 19,254 (year 2032),  Design Load: HL 93,  Features Intersected: I-180 & SR 147 MID-POINT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  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: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 41869,  Location: 1 MILE EAST OF MILTON (Lat: 41.016108,  Lng: -76.831906),  Route carried "on" structure: State highway 147,  Year Built: 2002,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 7,345 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 6,002 (year 2032),  Design Load: HS 20,  Features Intersected: OVER LIMESTONE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.439,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 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: 4187,  Location: BORO OF MILTON (Lat: 41.021011,  Lng: -76.833717),  Route carried "on" structure: State highway 147,  Year Built: 2002,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 4,706 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 8,255 (year 2032),  Design Load: HL 93,  Features Intersected: OVER SR 254
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.994,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  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: 1,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  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: 41871,  Location: 0.5 MILE NORTH OF MILTON (Lat: 41.031442,  Lng: -76.837564),  Route carried "on" structure: State highway 147,  Year Built: 2002,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 4,706 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 8,255 (year 2032),  Design Load: HS 20,  Features Intersected: OVER TWP 589
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.855,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  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: 14.7m (48.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  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: 47492,  Location: 2.8 MI. EAST OF MILTON (Lat: 41.019736,  Lng: -76.795178),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 60%,  Average Future Daily Traffic: 3,091 (year 2041),  Features Intersected: LIMESTONE RUN,  Facility Carried by Structure: T - 583
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 53955,  Location: Village of Pottsgrove (Lat: 40.995758,  Lng: -76.789581),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 323 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 337 (year 2032),  Design Load: HL 93,  Features Intersected: Ross Run,  Facility Carried by Structure: N Mill Rd SR 1027
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.293,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 51.8 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Wearing Surface/Protective System: Membrane: Preformed Fabric

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Structure Number: 28337,  Location: MONTOUR-NORTHD CO. LINE (Lat: 41.009653,  Lng: -76.775564),  Route carried "under" structure: State highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 353 (year 2022),  Truck Traffic: 6%,  Features Intersected: OVER S.R. 3013,  Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 28338,  Location: MONTOUR-NORTHD CO. LINE (Lat: 41.010028,  Lng: -76.775319),  Route carried "under" structure: State highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 353 (year 2022),  Truck Traffic: 6%,  Features Intersected: OVER S.R. 3013,  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: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 29023,  Location: 1.5 MI E OF MILTON (Lat: 41.020308,  Lng: -76.792706),  Route carried "under" structure: State highway 254,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,650 (year 2021),  Truck Traffic: 17%,  Features Intersected: OVER SR254 & LIMESTONE C,  Facility Carried by Structure: SR I-80 EBL
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 5.044,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 29023,  Location: 1.5 MI E OF MILTON (Lat: 41.020308,  Lng: -76.792706),  Route carried "under" structure: State highway 254,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,650 (year 2021),  Truck Traffic: 17%,  Features Intersected: OVER SR254 & LIMESTONE C,  Facility Carried by Structure: SR I-80 EBL
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 5.044,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 29024,  Location: LIMESTONEVILLE EXIT (Lat: 41.020231,  Lng: -76.792225),  Route carried "under" structure: State highway 254,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,650 (year 2021),  Truck Traffic: 17%,  Features Intersected: OVER SR254/LIMESTONE RUN,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 5.044,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 29024,  Location: LIMESTONEVILLE EXIT (Lat: 41.020231,  Lng: -76.792225),  Route carried "under" structure: State highway 254,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,650 (year 2021),  Truck Traffic: 17%,  Features Intersected: OVER SR254/LIMESTONE RUN,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 5.044,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 29058,  Location: BORO OF MILTON (Lat: 41.020961,  Lng: -76.833972),  Route carried "under" structure: State highway 254,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,901 (year 2022),  Truck Traffic: 13%,  Features Intersected: OVER SR 254,  Facility Carried by Structure: TR 147
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 29117,  Location: 1 MI E OF MILTON (Lat: 41.008025,  Lng: -76.830289),  Route carried "under" structure: State highway 147,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 7,345 (year 2021),  Truck Traffic: 23%,  Features Intersected: OVER S.R. 147,  Facility Carried by Structure: S.R. 642
Minimum Vertical Clearance: 5.45m (17.88ft),  Kilometerpoint: 55.909,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 29117,  Location: 1 MI E OF MILTON (Lat: 41.008025,  Lng: -76.830289),  Route carried "under" structure: State highway 147,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 7,809 (year 2021),  Truck Traffic: 22%,  Features Intersected: OVER S.R. 147,  Facility Carried by Structure: S.R. 642
Minimum Vertical Clearance: 5.45m (17.88ft),  Kilometerpoint: 55.910,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 29164,  Location: 1.5 MI SE OF MILTON (Lat: 40.983581,  Lng: -76.838481),  Route carried "under" structure: State highway 147,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,619 (year 2022),  Truck Traffic: 13%,  Features Intersected: OVER SR 147,  Facility Carried by Structure: SR 1022
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 53.710,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)