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

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Structure Number: 14142,  Location: NEAR AMITY HALL (Lat: 40.418889,  Lng: -77.016806),  Route carried "on" structure: US 11,  Year Built: 1959,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 39.75m (130.41ft),  Average Daily Traffic: 7,326 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,987 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Juniata River;Norfolk So
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Fair,  Superstructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.30m (135.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $863,000,  Roadway Improvement Cost: $2,543,000,  Total Project Cost: $11,654,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14144,  Location: CLARKS FERRY (Lat: 40.400425,  Lng: -77.009611),  Route carried "on" structure: US 22,  Year Built: 1986,  Status: Open,  Structure Length: 33.80m (110.89ft),  Average Daily Traffic: 21,289 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 27,632 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.681,  Lanes on 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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 40.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.30m (112.53ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14146,  Location: CLARKS FERRY (Lat: 40.395647,  Lng: -77.009428),  Route carried "on" structure: US 22,  Year Built: 1986,  Status: Open,  Structure Length: 41.12m (134.91ft),  Average Daily Traffic: 21,289 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 27,632 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SUSQ R; SR 0147 SB, RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.681,  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 49.7m (163.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 41.60m (136.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14291,  Location: QUARTER MI S OF INGLENOOK (Lat: 40.409803,  Lng: -76.984131),  Route carried "on" structure: State highway 147,  Year Built: 1860,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 6,521 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,276 (year 2032),  Features Intersected: POWELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.472,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Superstructure: Serious,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $199,000

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Structure Number: 14293,  Location: OVER R.R. @ INGLENOOK (Lat: 40.413086,  Lng: -76.981403),  Route carried "on" structure: State highway 147,  Year Built: 1984,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 6,521 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,276 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Norfolk Southern RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.472,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14418,  Location: N. DUNCANNON (Lat: 40.402661,  Lng: -77.013253),  Route carried "on" structure: State highway 849,  Year Built: 1922,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 4,047 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,880 (year 2036),  Features Intersected: Juniata River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.50m (67.26ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $615,000,  Total Project Cost: $2,819,000

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Structure Number: 14768,  Location: CLARKS FERRY (Lat: 40.397406,  Lng: -77.008614),  Route carried "on" structure: Ramp State highway ,  Year Built: 1986,  Status: Open,  Structure Length: 23.74m (77.89ft),  Average Daily Traffic: 1,175 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,387 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SUSQUEHANNA RIVER,  Facility Carried by Structure: SR 8004, RAMP-B,EB
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.9m (157.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: 24.20m (79.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14769,  Location: RAMP A; CLARKS FERRY BR. (Lat: 40.397775,  Lng: -77.007925),  Route carried "on" structure: Ramp State highway ,  Year Built: 1986,  Status: Open,  Structure Length: 16.89m (55.41ft),  Average Daily Traffic: 1,154 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,365 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SUSQUEHANNA RIVER,  Facility Carried by Structure: WB RP A;SR 8004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  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: 4,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 17.60m (57.74ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14782,  Location: 2 MILES N.OF CLARKS FERRY (Lat: 40.428333,  Lng: -77.016667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 150 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 251 (year 2032),  Design Load: HS 20,  Features Intersected: US11&15,  Facility Carried by Structure: SR 8037 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $109,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 29429,  Location: NEAR DUNCANNON BORO (Lat: 40.383306,  Lng: -77.028992),  Route carried "on" structure: US 11,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 13.44m (44.09ft),  Average Daily Traffic: 8,682 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,694 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SHERMANS CREEK; T-309
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.570,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.40m (47.24ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29431,  Location: NEAR DUNCANNON BORO (Lat: 40.387344,  Lng: -77.031225),  Route carried "on" structure: US 11,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 7,797 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,862 (year 2032),  Design Load: HS 20,  Features Intersected: FISHER STREET (RAMP)
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 13.570,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  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,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29432,  Location: DUNCANNON BORO (Lat: 40.388289,  Lng: -77.031742),  Route carried "on" structure: US 11,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 7,797 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,862 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PA 274;SR 0274
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.043,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $195,000,  Total Project Cost: $894,000,  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: 29434,  Location: DUNCANNON (Lat: 40.394425,  Lng: -77.035631),  Route carried "on" structure: US 11,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 14.57m (47.80ft),  Average Daily Traffic: 7,797 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,862 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: T508; LITTLE JUNIATA CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.856,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  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: 17.7m (58.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.50m (50.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $229,000,  Roadway Improvement Cost: $676,000,  Total Project Cost: $3,096,000,  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: 29435,  Location: 1MI WEST OF DUNCANNON (Lat: 40.403033,  Lng: -77.032369),  Route carried "on" structure: US 11,  Year Built: 1959,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 7,797 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,862 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: T-510; BUTCHERSHOP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.971,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  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: 31.6m (103.7ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $259,000,  Total Project Cost: $1,187,000,  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: 29492,  Location: 3 MI.N. OF AMITY HALL (Lat: 40.450364,  Lng: -77.021000),  Route carried "on" structure: US 22,  Year Built: 1964,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 11,854 (year 2022),  Truck Traffic: 23%,  Average Future Daily Traffic: 16,445 (year 2032),  Design Load: HS 20,  Features Intersected: SR1028 Huggins Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.630,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.9 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $619,000,  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: 29493,  Location: 0.8 MI.N.OF AMITY HALL (Lat: 40.433250,  Lng: -77.012858),  Route carried "on" structure: US 22,  Year Built: 1963,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 11,473 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,387 (year 2032),  Design Load: HS 20,  Features Intersected: AMITY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.653,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: April 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $129,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 29494,  Location: AMITY HALL (Lat: 40.426714,  Lng: -77.010597),  Route carried "on" structure: US 22,  Year Built: 1963,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 23,327 (year 2022),  Truck Traffic: 22%,  Average Future Daily Traffic: 31,832 (year 2032),  Design Load: HS 20,  Features Intersected: SR 8039; EB & WB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.653,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $448,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 29495,  Location: .5 MI N OF AMITY HALL (Lat: 40.433139,  Lng: -77.012558),  Route carried "on" structure: US 22,  Year Built: 1963,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 11,854 (year 2022),  Truck Traffic: 23%,  Average Future Daily Traffic: 16,445 (year 2032),  Design Load: HS 20,  Features Intersected: TWP RD 526
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.684,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 29558,  Location: 1MI WEST OF DUCANNON (Lat: 40.411342,  Lng: -77.025994),  Route carried "on" structure: State highway 849,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 1,398 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,327 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 11; SR 0011
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.242,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  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: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 96.2 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: Somewhat better than minimum adequacy,  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: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 29632,  Location: DUNCANNON BORO (Lat: 40.388464,  Lng: -77.031178),  Route carried "on" structure: State highway 274,  Year Built: 1932,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 5,677 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,208 (year 2032),  Design Load: HL 93,  Features Intersected: LITTLE JUNIATA CREEK,  Facility Carried by Structure: FISHER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.266,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 29633,  Location: DUNCANON (Lat: 40.383767,  Lng: -77.030939),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 369 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 500 (year 2032),  Features Intersected: SHERMANS CREEK,  Facility Carried by Structure: T-310; RDWY TURNBK
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: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.10m (36.42ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $289,000,  Total Project Cost: $1,325,000

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Structure Number: 29726,  Location: 1.5 NW DUNCANNON/L.JUNIAT (Lat: 40.411375,  Lng: -77.048817),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 350 (year 2020),  Average Future Daily Traffic: 425 (year 2040),  Features Intersected: LITTLE JUNIATA CREEK,  Facility Carried by Structure: LINTON HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Superstructure: Poor,  Substructure: Serious,  Channel: Poor,  Operating Rating: 8.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Underwater Inspection Date: August 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $473,000

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Structure Number: 29727,  Location: 1 NW DUNCANNON/L.JUNIATA (Lat: 40.401186,  Lng: -77.041006),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 225 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 315 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: LITTLE JUNIATA CREEK,  Facility Carried by Structure: GAMBERS CORNER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 18.9m (62.0ft),  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: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41121,  Location: WEST OF CLARKS FERRY (Lat: 40.378478,  Lng: -77.005375),  Route carried "on" structure: US 22,  Year Built: 1999,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 21,890 (year 2022),  Truck Traffic: 18%,  Average Future Daily Traffic: 28,874 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 0325 & Trib Susquehan
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.101,  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 continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41139,  Location: WEST OF CLARKS FERRY (Lat: 40.378569,  Lng: -77.005300),  Route carried "on" structure: US 22,  Year Built: 1999,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 16,452 (year 2022),  Truck Traffic: 26%,  Average Future Daily Traffic: 32,034 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PA325/Trib to Susque Riv
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.072,  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 continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.8 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,  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: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 43399,  Location: 1.5 MI.E. OF DELLVILLE (Lat: 40.380433,  Lng: -77.082092),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 1,223 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,461 (year 2032),  Design Load: HL 93,  Features Intersected: SHERMANS CREEK,  Facility Carried by Structure: SR 2002
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.170,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  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: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 45183,  Location: 1.0 miles E.of DELLVILLE (Lat: 40.378783,  Lng: -77.088200),  Route carried "on" structure: State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 840 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 700 (year 2032),  Design Load: HL 93,  Features Intersected: Shermans Creek,  Facility Carried by Structure: DELLVILLE RD.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 6.387,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 54428,  Location: 2 NW Ducannon/L. juniata (Lat: 40.420744,  Lng: -77.051753),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 175 (year 2039),  Design Load: HL 93,  Features Intersected: Little Juniata,  Facility Carried by Structure: Sulphur Springs Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 18.9m (62.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 14143,  Location: 2 MI N OF CLARKS FERRY (Lat: 40.421736,  Lng: -77.010317),  Route carried "under" structure: US 22,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 15,118 (year 2020),  Truck Traffic: 32%,  Features Intersected: US 22 & 322, SR 0022,  Facility Carried by Structure: US 11 & 15,SR 0011
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.502,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 14143,  Location: 2 MI N OF CLARKS FERRY (Lat: 40.421736,  Lng: -77.010317),  Route carried "under" structure: US 22,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 16,876 (year 2020),  Truck Traffic: 30%,  Features Intersected: US 22 & 322, SR 0022,  Facility Carried by Structure: US 11 & 15,SR 0011
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.510,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 14146,  Location: CLARKS FERRY (Lat: 40.395647,  Lng: -77.009428),  Route carried "under" structure: State highway 147,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 3,146 (year 2019),  Truck Traffic: 14%,  Features Intersected: SUSQ R; SR 0147 SB, RP,  Facility Carried by Structure: US 22/322 EB;SR 22
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.7m (163.1ft)

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Structure Number: 14146,  Location: CLARKS FERRY (Lat: 40.395647,  Lng: -77.009428),  Route carried "under" structure: Ramp State highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 301 (year 2022),  Truck Traffic: 10%,  Features Intersected: SUSQ R; SR 0147 SB, RP,  Facility Carried by Structure: US 22/322 EB;SR 22
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.7m (163.1ft)

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Structure Number: 14151,  Location: .5 MI. EAST OF DUNCANNON (Lat: 40.395386,  Lng: -77.009697),  Route carried "under" structure: State highway 147,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 3,146 (year 2019),  Truck Traffic: 14%,  Features Intersected: SUSQ. R.; SR 0147 SB, RP,  Facility Carried by Structure: US 22/322 WB;SR 22
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 14151,  Location: .5 MI. EAST OF DUNCANNON (Lat: 40.395386,  Lng: -77.009697),  Route carried "under" structure: Ramp State highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 301 (year 2022),  Truck Traffic: 10%,  Features Intersected: SUSQ. R.; SR 0147 SB, RP,  Facility Carried by Structure: US 22/322 WB;SR 22
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 14782,  Location: 2 MILES N.OF CLARKS FERRY (Lat: 40.428333,  Lng: -77.016667),  Route carried "under" structure: US 11,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 8,151 (year 2020),  Truck Traffic: 19%,  Features Intersected: US11&15,  Facility Carried by Structure: SR 8037 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.398,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 14782,  Location: 2 MILES N.OF CLARKS FERRY (Lat: 40.428333,  Lng: -77.016667),  Route carried "under" structure: US 11,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 8,476 (year 2020),  Truck Traffic: 21%,  Features Intersected: US11&15,  Facility Carried by Structure: SR 8037 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.398,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 29429,  Location: NEAR DUNCANNON BORO (Lat: 40.383306,  Lng: -77.028992),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 1980),  Features Intersected: SHERMANS CREEK; T-309,  Facility Carried by Structure: US 11&15; SR 0011
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 29431,  Location: NEAR DUNCANNON BORO (Lat: 40.387344,  Lng: -77.031225),  Route carried "under" structure: Ramp State highway ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,587 (year 2022),  Truck Traffic: 7%,  Features Intersected: FISHER STREET (RAMP),  Facility Carried by Structure: US 11&15; SR 0011
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 29432,  Location: DUNCANNON BORO (Lat: 40.388289,  Lng: -77.031742),  Route carried "under" structure: State highway 274,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 5,677 (year 2020),  Truck Traffic: 6%,  Features Intersected: PA 274;SR 0274,  Facility Carried by Structure: US 11&15; SR 0011
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 59.266,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 29434,  Location: DUNCANNON (Lat: 40.394425,  Lng: -77.035631),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2003),  Features Intersected: T508; LITTLE JUNIATA CR,  Facility Carried by Structure: US 11&15; SR 0011
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 29435,  Location: 1MI WEST OF DUNCANNON (Lat: 40.403033,  Lng: -77.032369),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2003),  Features Intersected: T-510; BUTCHERSHOP RD,  Facility Carried by Structure: US 11&15; SR 0011
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 29492,  Location: 3 MI.N. OF AMITY HALL (Lat: 40.450364,  Lng: -77.021000),  Route carried "under" structure: State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 335 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR1028 Huggins Rd,  Facility Carried by Structure: US 22/322; SR 0022
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: 11.6m (38.1ft)

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Structure Number: 29493,  Location: 0.8 MI.N.OF AMITY HALL (Lat: 40.433250,  Lng: -77.012858),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1980),  Truck Traffic: 1%,  Features Intersected: AMITY RD.,  Facility Carried by Structure: US 22-322;SR 0022
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 29494,  Location: AMITY HALL (Lat: 40.426714,  Lng: -77.010597),  Route carried "under" structure: Ramp State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 239 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 8039; EB & WB RAMP,  Facility Carried by Structure: US 22/322; SR 0022
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 29494,  Location: AMITY HALL (Lat: 40.426714,  Lng: -77.010597),  Route carried "under" structure: Ramp State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2015),  Truck Traffic: 7%,  Features Intersected: SR 8039; EB & WB RAMP,  Facility Carried by Structure: US 22/322; SR 0022
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 29495,  Location: .5 MI N OF AMITY HALL (Lat: 40.433139,  Lng: -77.012558),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1980),  Truck Traffic: 1%,  Features Intersected: TWP RD 526,  Facility Carried by Structure: US 22; SR 0022 WB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 29558,  Location: 1MI WEST OF DUCANNON (Lat: 40.411342,  Lng: -77.025994),  Route carried "under" structure: US 11,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,930 (year 2021),  Truck Traffic: 12%,  Features Intersected: US 11; SR 0011,  Facility Carried by Structure: PA 849; SR 0849
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 17.043,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 29558,  Location: 1MI WEST OF DUCANNON (Lat: 40.411342,  Lng: -77.025994),  Route carried "under" structure: US 11,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,867 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 11; SR 0011,  Facility Carried by Structure: PA 849; SR 0849
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 17.056,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 41121,  Location: WEST OF CLARKS FERRY (Lat: 40.378478,  Lng: -77.005375),  Route carried "under" structure: State highway 325,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 478 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 0325 & Trib Susquehan,  Facility Carried by Structure: US 22/322 EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.1m (79.1ft)