 |
 |
Bridge Statistics for Wampum, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Wampum, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 37 meters (121ft) Total costs: $1,065,000 Total average daily traffic: 40,743 Total average daily truck traffic: 4,789 National Bridge Inventory (NBI) Registered Bridges for Wampum
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 37016800702777, Location: 1/4 MI.S.OF TWP.RD.359 (Lat: 40.903972, Lng: -80.393328), Route carried "on" structure: State highway 168, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 810 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2018), Design Load: H 15, Features Intersected: JENKINS RUN, Facility Carried by Structure: BEAVER DAM ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 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: Equal to 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 373008003, Location: 0.75 MI.S.W.OF INTER W/18 (Lat: 40.874056, Lng: -80.351258), Route carried "on" structure: State highway , Year Built: 1911, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 83 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 100 (year 2022), Design Load: H 15, Features Intersected: WAMPUM RUN, Facility Carried by Structure: DARLINGTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.839, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.3m (17.4ft) Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $12,000, Total Project Cost: $42,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 373008004, Location: 0.5 MI.S.W.OF INTER W/18 (Lat: 40.877389, Lng: -80.345917), Route carried "on" structure: State highway , Year Built: 1912, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 83 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2028), Design Load: H 15, Features Intersected: WAMPUM RUN, Facility Carried by Structure: DARLINGTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.519, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.8m (19.0ft) Condition: Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $81,000, Total Project Cost: $372,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37300800401179, Location: 0.5 MI.S.W.OF INTER W/18 (Lat: 40.878361, Lng: -80.342339), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 83 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 100 (year 2028), Design Load: H 15, Features Intersected: WAMPUM RUN, Facility Carried by Structure: DARLINGTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.519, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.0 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than 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: March 2008, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3770609900363, Location: NEW BEAVER BOROUGH (Lat: 40.873333, Lng: -80.368333), Route carried "on" structure: State highway 60, Year Built: 1992, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 9,871 (year 1998), Truck Traffic: 12%, Design Load: H 15, Features Intersected: T-319; BV-120 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $-1,000, Roadway Improvement Cost: $-1,000, Total Project Cost: $-1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 37706099003631, Location: NEW BEAVER BOROUGH (Lat: 40.873333, Lng: -80.370000), Route carried "on" structure: State highway 60, Year Built: 1992, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 9,871 (year 1998), Truck Traffic: 12%, Design Load: H 15, Features Intersected: T-319; BV-120 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $-1,000, Roadway Improvement Cost: $-1,000, Total Project Cost: $-1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 37706099003766, Location: NEW BEAVER BOROUGH (Lat: 40.891667, Lng: -80.373333), Route carried "on" structure: State highway 60, Year Built: 1992, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 9,871 (year 1998), Truck Traffic: 12%, Design Load: H 15, Features Intersected: T-343; BV-121 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $-1,000, Roadway Improvement Cost: $-1,000, Total Project Cost: $-1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 37706099003767, Location: NEW BEAVER BOROUGH (Lat: 40.891667, Lng: -80.375000), Route carried "on" structure: State highway 60, Year Built: 1992, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 9,871 (year 1998), Truck Traffic: 12%, Design Load: H 15, Features Intersected: T-343; BV-121 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $-1,000, Roadway Improvement Cost: $-1,000, Total Project Cost: $-1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 37740903017007, Location: 037007 NEW BEAVER BOROUGH (Lat: 40.861667, Lng: -80.401667), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 200 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 220 (year 2025), Features Intersected: LITTLE BEAVER CREEK, Facility Carried by Structure: HAGGERTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 65.3 metric tons, Inventory Rating: 39.0 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $142,000, Total Project Cost: $651,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3770609900363, Location: NEW BEAVER BOROUGH (Lat: 40.873333, Lng: -80.368333), Route carried "under" structure: City street , Year Built: 1992, Structure Length: 4.11m (13.48ft), Features Intersected: T-319; BV-120 NB, Facility Carried by Structure: PA TURNPIKE(PA-60) Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: 37706099003631, Location: NEW BEAVER BOROUGH (Lat: 40.873333, Lng: -80.370000), Route carried "under" structure: City street , Year Built: 1992, Structure Length: 3.29m (10.79ft), Features Intersected: T-319; BV-120 SB, Facility Carried by Structure: PA TURNPIKE(PA-60) Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 37706099003766, Location: NEW BEAVER BOROUGH (Lat: 40.891667, Lng: -80.373333), Route carried "under" structure: City street , Year Built: 1992, Structure Length: 3.93m (12.89ft), Features Intersected: T-343; BV-121 SB, Facility Carried by Structure: PA TURNPIKE(PA-60) Minimum Vertical Clearance: 8.76m (28.74ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: 37706099003767, Location: NEW BEAVER BOROUGH (Lat: 40.891667, Lng: -80.375000), Route carried "under" structure: City street , Year Built: 1992, Structure Length: 4.11m (13.48ft), Features Intersected: T-343; BV-121 NB, Facility Carried by Structure: PA TURNPIKE(PA-60) Minimum Vertical Clearance: 9.86m (32.35ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Discuss this city on our hugely popular Pennsylvania forum Back to: Wampum, PA, Pennsylvania, All US cities.
|
 |
