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

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Structure Number: 48002202,  Location: 25TH ST.INTERCHANGE (Lat: 40.686167,  Lng: -75.251975),  Route carried "on" structure: US 22,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 42,616 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 98,000 (year 2026),  Design Load: H 15,  Features Intersected: SR 2012(LR 48013)25TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.510,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 82.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $442,000,  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: 48002202000304,  Location: 25TH ST.INTERCHANGE (Lat: 40.686972,  Lng: -75.251506),  Route carried "on" structure: US 22,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 42,616 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 98,783 (year 2026),  Design Load: H 15,  Features Intersected: SR 248 (LR 175)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.510,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 68.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $226,000,  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: 48002202102411,  Location: 1 MI.E.OF 25TH ST EXIT (Lat: 40.695000,  Lng: -75.236667),  Route carried "on" structure: US 22,  Year Built: 1954,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 42,378 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 51,647 (year 2013),  Design Load: H 15,  Features Intersected: SPRING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.332,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007

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Structure Number: 480022022,  Location: 0.25 MI.W.OF 13 ST.EXIT (Lat: 40.694361,  Lng: -75.235942),  Route carried "on" structure: US 22,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 42,378 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 408,667 (year 2026),  Design Load: H 15,  Features Intersected: SR2024,WOOD ST(48084),RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.282,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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: 48741800000001,  Location: 800 FT SO S.R.2018 (Lat: 40.676667,  Lng: -75.241667),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Posted for load,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 500 (year 1990),  Average Future Daily Traffic: 700 (year 2010),  Design Load: H 15,  Features Intersected: NORFOLK(LINE 0513),  Facility Carried by Structure: 24TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $1,034,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 48002202,  Location: 25TH ST.INTERCHANGE (Lat: 40.686167,  Lng: -75.251975),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 10,744 (year 2007),  Truck Traffic: 4%,  Features Intersected: SR 2012(LR 48013)25TH ST,  Facility Carried by Structure: US 22(LR 773)
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 14.252,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 48002202,  Location: 25TH ST.INTERCHANGE (Lat: 40.686167,  Lng: -75.251975),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 10,072 (year 2007),  Truck Traffic: 3%,  Features Intersected: SR 2012(LR 48013)25TH ST,  Facility Carried by Structure: US 22(LR 773)
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 14.252,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 48002202000304,  Location: 25TH ST.INTERCHANGE (Lat: 40.686972,  Lng: -75.251506),  Route carried "under" structure: State highway 248,  Year Built: 1954,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 10,521 (year 2008),  Truck Traffic: 5%,  Features Intersected: SR 248 (LR 175),  Facility Carried by Structure: SR 22 (LR 773)
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 34.564,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 48002202000304,  Location: 25TH ST.INTERCHANGE (Lat: 40.686972,  Lng: -75.251506),  Route carried "under" structure: State highway 248,  Year Built: 1954,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 11,043 (year 2008),  Truck Traffic: 5%,  Features Intersected: SR 248 (LR 175),  Facility Carried by Structure: SR 22 (LR 773)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.564,  Lanes on structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 480022022,  Location: 0.25 MI.W.OF 13 ST.EXIT (Lat: 40.694361,  Lng: -75.235942),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 4,397 (year 2007),  Truck Traffic: 4%,  Features Intersected: SR2024,WOOD ST(48084),RR,  Facility Carried by Structure: SR 22 (LR 773)
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 1.579,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)