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

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Structure Number: 14268,  Location: SWATARA TOWNSHIP (Lat: 40.257114,  Lng: -76.833072),  Route carried "on" structure: Interstate 83,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 109,965 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 130,597 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CR, City Park Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.936,  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 21.3m (69.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $1,101,000,  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: 14269,  Location: .5 MI.W.OF EISENH.INTERCH (Lat: 40.254933,  Lng: -76.828428),  Route carried "on" structure: Interstate 83,  Year Built: 1961,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 109,965 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 130,597 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.741,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 14526,  Location: SWATARA TWP (Lat: 40.254808,  Lng: -76.833594),  Route carried "on" structure: Spur State highway ,  Year Built: 1936,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 18,463 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,576 (year 2032),  Design Load: H 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: SR 3010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.604,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 14528,  Location: SWATARA TOWNSHIP (Lat: 40.254139,  Lng: -76.826144),  Route carried "on" structure: Ramp State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 9,631 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,896 (year 2035),  Design Load: HS 20,  Features Intersected: I-83; SR 0083,  Facility Carried by Structure: SR 3010 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $203,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14533,  Location: DERRY STREET (Lat: 40.259214,  Lng: -76.835033),  Route carried "on" structure: State highway ,  Year Built: 1938,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 11,377 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,531 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: TRIB SPRING CREEK,  Facility Carried by Structure: SR 3012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.674,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14534,  Location: DERRY STREET-PAXTANG (Lat: 40.258497,  Lng: -76.825844),  Route carried "on" structure: State highway ,  Year Built: 1938,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 11,662 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,815 (year 2032),  Design Load: H 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: SR 3012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.409,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.3 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $971,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14536,  Location: 29TH STREET OVER I-83 (Lat: 40.258197,  Lng: -76.839567),  Route carried "on" structure: State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 10,822 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,056 (year 2032),  Design Load: HS 20,  Features Intersected: I-83; SR 0083,  Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.122,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $157,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14537,  Location: 29THSTPAXTANGBORO (Lat: 40.258569,  Lng: -76.839636),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 10,822 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,056 (year 2032),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: SR 3013 29th St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.122,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $191,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40728,  Location: 1.3 MI N OF STEELTON (Lat: 40.251419,  Lng: -76.836817),  Route carried "on" structure: State highway 441,  Year Built: 1999,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 10,007 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,912 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.268,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  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: 48289,  Location: SPRG CRK OFF DERRY STREET (Lat: 40.260175,  Lng: -76.820389),  Route carried "on" structure: Alternate City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,920 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,243 (year 2039),  Design Load: HL 93,  Features Intersected: Spring Creek,  Facility Carried by Structure: Bonnymeade Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 14268,  Location: SWATARA TOWNSHIP (Lat: 40.257114,  Lng: -76.833072),  Route carried "under" structure: City street 3029,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 4,738 (year 2001),  Truck Traffic: 1%,  Features Intersected: SPRING CR, City Park Dr,  Facility Carried by Structure: I-83; SR 0083
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 14528,  Location: SWATARA TOWNSHIP (Lat: 40.254139,  Lng: -76.826144),  Route carried "under" structure: Interstate 83,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 50,306 (year 2022),  Truck Traffic: 13%,  Features Intersected: I-83; SR 0083,  Facility Carried by Structure: SR 3010 WB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 4.741,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 14528,  Location: SWATARA TOWNSHIP (Lat: 40.254139,  Lng: -76.826144),  Route carried "under" structure: Interstate 83,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 59,659 (year 2022),  Truck Traffic: 11%,  Features Intersected: I-83; SR 0083,  Facility Carried by Structure: SR 3010 WB
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 4.760,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 14536,  Location: 29TH STREET OVER I-83 (Lat: 40.258197,  Lng: -76.839567),  Route carried "under" structure: Interstate 83,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 50,306 (year 2022),  Truck Traffic: 13%,  Features Intersected: I-83; SR 0083,  Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 3.936,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 14536,  Location: 29TH STREET OVER I-83 (Lat: 40.258197,  Lng: -76.839567),  Route carried "under" structure: Interstate 83,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 59,659 (year 2022),  Truck Traffic: 11%,  Features Intersected: I-83; SR 0083,  Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 3.945,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.7m (67.9ft)