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

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Structure Number: 2947,  Location: IRON BRIDGE ROAD SB (Lat: 40.725056,  Lng: -79.669411),  Route carried "on" structure: State highway 28,  Year Built: 1971,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 9,397 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,684 (year 2032),  Design Load: HS 20,  Features Intersected: SR3023
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.289,  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 - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 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: 20172,  Location: 3 MI W SEVEN STARS (Lat: 40.606606,  Lng: -77.138772),  Route carried "on" structure: State highway ,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 164 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 189 (year 2041),  Design Load: HS 20,  Features Intersected: COCOLAMUS CREEK,  Facility Carried by Structure: SR 2017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.265,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 78.9 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: Somewhat better than minimum adequacy,  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: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $487,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20173,  Location: 3 MI W SEVEN STARS (Lat: 40.609044,  Lng: -77.130683),  Route carried "on" structure: State highway ,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 164 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 189 (year 2041),  Design Load: HS 20,  Features Intersected: STONY RUN,  Facility Carried by Structure: SR 2017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.352,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: October 2021,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $379,000,  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: 20186,  Location: 1 MI S SEVEN STARS (Lat: 40.604792,  Lng: -77.108694),  Route carried "on" structure: State highway ,  Year Built: 1940,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 766 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 807 (year 2041),  Design Load: H 20,  Features Intersected: CRANES RUN,  Facility Carried by Structure: SR 2019
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.745,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $476,000,  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: 20204,  Location: 5 MI E EAST SALEM (Lat: 40.598503,  Lng: -77.161433),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 230 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 134 (year 2041),  Design Load: HS 20,  Features Intersected: DUTCHMAN RUN,  Facility Carried by Structure: SR 2028
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 99.8 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: Somewhat better than minimum adequacy,  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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $302,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20335,  Location: .1 MI. WEST OF 235 (Lat: 40.617497,  Lng: -77.154497),  Route carried "on" structure: ServiceCity street ,  Year Built: 1950,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 50 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 63 (year 2034),  Design Load: HS 20,  Features Intersected: COCOLAMUS CREEK,  Facility Carried by Structure: T-475 MEISER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.0 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $606,000,  Deck Structure Type: Open Grating

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Structure Number: 29463,  Location: MILLERSTOWN (Lat: 40.548222,  Lng: -77.158189),  Route carried "on" structure: State highway 17,  Year Built: 1968,  Status: Open,  Structure Length: 30.05m (98.59ft),  Average Daily Traffic: 1,433 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,885 (year 2032),  Design Load: HS 20,  Features Intersected: JUNIATA.RVER SR4006NSRC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.575,  Lanes on structure: 2,  Lanes under 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: 8,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.50m (100.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $334,000,  Roadway Improvement Cost: $983,000,  Total Project Cost: $4,508,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2947,  Location: MILLERSTOWN BORO (Lat: 40.548842,  Lng: -77.156069),  Route carried "on" structure: US 22,  Year Built: 1966,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 8,314 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,435 (year 2032),  Design Load: HS 20,  Features Intersected: PA 17; SR 0017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.870,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  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: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 29472,  Location: MILLERSTOWN BORO (Lat: 40.549053,  Lng: -77.155875),  Route carried "on" structure: US 22,  Year Built: 1966,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 8,835 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 11,487 (year 2032),  Design Load: HS 20,  Features Intersected: PA 17; SR 0017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.875,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 29473,  Location: 0.5MI SE OF MILLERSTOWN (Lat: 40.540533,  Lng: -77.145589),  Route carried "on" structure: US 22,  Year Built: 1966,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 7,303 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,003 (year 2032),  Design Load: HS 20,  Features Intersected: COCOLAMUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: 10.90m (35.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $424,000,  Total Project Cost: $1,945,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 29474,  Location: 0.8MI SE OF MILLERSTOWN (Lat: 40.537697,  Lng: -77.143247),  Route carried "on" structure: US 22,  Year Built: 1966,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 7,303 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,003 (year 2032),  Design Load: HS 20,  Features Intersected: PERRY VALLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.484,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  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: 29475,  Location: 0.5MI SE OF MILLERSTOWN (Lat: 40.540878,  Lng: -77.145556),  Route carried "on" structure: US 22,  Year Built: 1966,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 7,092 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 14,050 (year 2032),  Design Load: HS 20,  Features Intersected: COCOLAMUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.471,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.90m (35.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $391,000,  Total Project Cost: $1,793,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 29476,  Location: 0.8MI SE OF MILLERSTOWN (Lat: 40.537839,  Lng: -77.143003),  Route carried "on" structure: US 22,  Year Built: 1966,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 7,092 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 14,050 (year 2032),  Design Load: HS 20,  Features Intersected: S.R. 1010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.471,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $70,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 29478,  Location: 1.5MI SE OF MILLERSTOWN (Lat: 40.528583,  Lng: -77.135914),  Route carried "on" structure: US 22,  Year Built: 1966,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 7,303 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,003 (year 2032),  Design Load: HS 20,  Features Intersected: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.087,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: March 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $75,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 29479,  Location: 1.5MI SE OF MILLERSTOWN (Lat: 40.528686,  Lng: -77.135636),  Route carried "on" structure: US 22,  Year Built: 1966,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 7,092 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 14,050 (year 2032),  Design Load: HS 20,  Features Intersected: SR 1012;Old Ferry Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.106,  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: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $75,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 29587,  Location: 2 MI WEST OF NEKODA (Lat: 40.583808,  Lng: -77.141456),  Route carried "on" structure: State highway ,  Year Built: 1938,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 358 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 424 (year 2032),  Design Load: H 20,  Features Intersected: COCOLAMUS CREEK,  Facility Carried by Structure: SR 1008; (T-477)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  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: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $714,000,  Deck Structure Type: Open Grating

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Structure Number: 29594,  Location: 2.5 MI.S.W. MILLERSTOWN (Lat: 40.535517,  Lng: -77.104056),  Route carried "on" structure: State highway ,  Year Built: 1948,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 334 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 435 (year 2032),  Design Load: HS 20,  Features Intersected: WILDCAT RUN,  Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.578,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 29596,  Location: 3 MI S OF MILLERSTOWN (Lat: 40.519956,  Lng: -77.123678),  Route carried "on" structure: State highway ,  Year Built: 1952,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 233 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 330 (year 2032),  Design Load: HS 20,  Features Intersected: WILDCAT RUN,  Facility Carried by Structure: OWL HOLLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.808,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $773,000,  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: 29607,  Location: 1.5 MI S OF MILLERSTOWN (Lat: 40.537739,  Lng: -77.145467),  Route carried "on" structure: State highway ,  Year Built: 1925,  Status: Posted for load,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 3,217 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,510 (year 2032),  Design Load: H 15,  Features Intersected: COCOLAMUS CREEK,  Facility Carried by Structure: SR 1015
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.876,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 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: $44,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $592,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29608,  Location: 0.2MI SE OF MILLERSTOWN (Lat: 40.542792,  Lng: -77.149939),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 4,158 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,595 (year 2032),  Design Load: HS 20,  Features Intersected: US 22/322,  Facility Carried by Structure: SR 1015
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.650,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.70m (28.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $724,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 43529,  Location: 1 MI.SW.OF MILLERSTOWN (Lat: 40.543144,  Lng: -77.155981),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 85 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 426 (year 2032),  Design Load: HS 20,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: SUGAR RUN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.166,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.7 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 54403,  Location: 2 MI.E. OF MILLERSTOWN (Lat: 40.564944,  Lng: -77.120503),  Route carried "on" structure: State highway 17,  Year Built: 2017,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 1,624 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,844 (year 2032),  Design Load: HL 93,  Features Intersected: COCOLAMUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.888,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 29463,  Location: MILLERSTOWN (Lat: 40.548222,  Lng: -77.158189),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 85 (year 2021),  Truck Traffic: 5%,  Features Intersected: JUNIATA.RVER SR4006NSRC,  Facility Carried by Structure: 17; SR 0017
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 15.701,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 2947,  Location: MILLERSTOWN BORO (Lat: 40.548842,  Lng: -77.156069),  Route carried "under" structure: State highway 17,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,433 (year 2020),  Truck Traffic: 14%,  Features Intersected: PA 17; SR 0017,  Facility Carried by Structure: US 22EB; SR 0022
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 39.575,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 29472,  Location: MILLERSTOWN BORO (Lat: 40.549053,  Lng: -77.155875),  Route carried "under" structure: State highway 17,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,433 (year 2020),  Truck Traffic: 14%,  Features Intersected: PA 17; SR 0017,  Facility Carried by Structure: US22/322; SR0022WB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 39.575,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 29474,  Location: 0.8MI SE OF MILLERSTOWN (Lat: 40.537697,  Lng: -77.143247),  Route carried "under" structure: State highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 404 (year 2021),  Truck Traffic: 2%,  Features Intersected: PERRY VALLEY RD.,  Facility Carried by Structure: US 22-322;SR0022EB
Minimum Vertical Clearance: 5.89m (19.32ft),  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: 9.8m (32.2ft)

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Structure Number: 29476,  Location: 0.8MI SE OF MILLERSTOWN (Lat: 40.537839,  Lng: -77.143003),  Route carried "under" structure: State highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 404 (year 2021),  Truck Traffic: 2%,  Features Intersected: S.R. 1010,  Facility Carried by Structure: US 22; SR 0022 WB
Minimum Vertical Clearance: 4.44m (14.57ft),  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: 9.8m (32.2ft)

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Structure Number: 29478,  Location: 1.5MI SE OF MILLERSTOWN (Lat: 40.528583,  Lng: -77.135914),  Route carried "under" structure: State highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 334 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 1012,  Facility Carried by Structure: US 22-322;SR0022EB
Minimum Vertical Clearance: 5.28m (17.32ft),  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: 29479,  Location: 1.5MI SE OF MILLERSTOWN (Lat: 40.528686,  Lng: -77.135636),  Route carried "under" structure: State highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 334 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 1012;Old Ferry Rd.,  Facility Carried by Structure: US 22/322 WB
Minimum Vertical Clearance: 4.52m (14.83ft),  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: 9.8m (32.2ft)

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Structure Number: 29608,  Location: 0.2MI SE OF MILLERSTOWN (Lat: 40.542792,  Lng: -77.149939),  Route carried "under" structure: US 22,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 7,303 (year 2020),  Truck Traffic: 23%,  Features Intersected: US 22/322,  Facility Carried by Structure: SR 1015
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.659,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 29608,  Location: 0.2MI SE OF MILLERSTOWN (Lat: 40.542792,  Lng: -77.149939),  Route carried "under" structure: US 22,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 7,092 (year 2020),  Truck Traffic: 25%,  Features Intersected: US 22/322,  Facility Carried by Structure: SR 1015
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 2.704,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)