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

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Structure Number: 33398,  Location: VILLAGE OF ALLENWOOD (Lat: 41.100644,  Lng: -76.891592),  Route carried "on" structure: US 15,  Year Built: 1957,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 15,624 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 16,476 (year 2032),  Design Load: HL 93,  Features Intersected: WHITE DEER HOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.482,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 34 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: 22.9m (75.1ft),  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: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $587,000,  Total Project Cost: $2,690,000,  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: 334,  Location: 1 MI N W OF ALLENWOOD (Lat: 41.112978,  Lng: -76.923261),  Route carried "on" structure: State highway 44,  Year Built: 1954,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,225 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,761 (year 2032),  Design Load: H 20,  Features Intersected: OVER SOUTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.815,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $22,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33428,  Location: 3 MI W OF WHITE DEER (Lat: 41.073642,  Lng: -76.920567),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 11,352 (year 2021),  Truck Traffic: 47%,  Average Future Daily Traffic: 24,625 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER SR 1010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.721,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  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: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33487,  Location: 3 MI W OF WHITE DEER (Lat: 41.071697,  Lng: -76.933825),  Route carried "on" structure: State highway ,  Year Built: 1958,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 417 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 688 (year 2032),  Design Load: HL 93,  Features Intersected: OVER WHITE DEER CREEK,  Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.008,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 57.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33516,  Location: 1.25 MI W OF ALLENWOOD (Lat: 41.111992,  Lng: -76.926139),  Route carried "on" structure: State highway ,  Year Built: 1950,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 344 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 497 (year 2032),  Design Load: HL 93,  Features Intersected: WHITE DEER HOLE CREEK,  Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Poor,  Operating Rating: 66.1 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: 41.5 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $192,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33587,  Location: 0.25 MI.S OF ALLENWOOD (Lat: 41.103908,  Lng: -76.897997),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 13 (year 2021),  Average Future Daily Traffic: 20 (year 2043),  Design Load: H 20,  Features Intersected: WHITE DEER HOLE CREEK,  Facility Carried by Structure: T-421 (CTY. BR. 2)
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $118,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 33589,  Location: 3.2 MI. W. OF ALLENWOOD (Lat: 41.120300,  Lng: -76.957200),  Route carried "on" structure: ServiceCity street ,  Year Built: 1919,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5 (year 2017),  Average Future Daily Traffic: 8 (year 2039),  Features Intersected: SPRING CREEK,  Facility Carried by Structure: STATE GAMELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $84,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 44164,  Location: .5 M. W. of Spring Garden (Lat: 41.115008,  Lng: -76.942817),  Route carried "on" structure: State highway 44,  Year Built: 2007,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,225 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,761 (year 2032),  Design Load: HL 93,  Features Intersected: Spring Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.112,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 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: 46854,  Location: 1 MI WEST OF ALLENWOOD (Lat: 41.102208,  Lng: -76.913642),  Route carried "on" structure: State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 344 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 616 (year 2032),  Design Load: HL 93,  Features Intersected: WHITE DEER HOLE CREEK,  Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.055,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 37.9 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 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: 68373,  Location: BRICKER MILL (Lat: 41.106589,  Lng: -76.948361),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 76 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 117 (year 2043),  Design Load: HL 93,  Features Intersected: white deer hole creek,  Facility Carried by Structure: T-526 (CTY BR 1)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 33428,  Location: 3 MI W OF WHITE DEER (Lat: 41.073642,  Lng: -76.920567),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 457 (year 2021),  Truck Traffic: 4%,  Features Intersected: OVER SR 1010,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 20.141,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 3343,  Location: 3 MI W OF WHITE DEER (Lat: 41.073772,  Lng: -76.919708),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 457 (year 2021),  Truck Traffic: 4%,  Features Intersected: OVER SR 1010,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 20.141,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)