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Bridge Statistics for Glenfield, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Glenfield, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 26 Total length: 270 meters (886ft) Total costs: $5,992,000 Total average daily traffic: 145,317 Total average daily truck traffic: 12,028 National Bridge Inventory (NBI) Registered Bridges for Glenfield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 2006501401735, Location: 1/4 MI. S.E. OF SR 0079 (Lat: 40.517972, Lng: -80.130933), Route carried "on" structure: State highway 65, Year Built: 1975, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 13,883 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 16,000 (year 2026), Design Load: H 15, Features Intersected: GLENFIELD ROAD, Facility Carried by Structure: OHIO RIVER BL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.628, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: 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: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $123,000, Total Project Cost: $565,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2006501401922, Location: @ GLENFIELD I79 INTER-X (Lat: 40.518111, Lng: -80.131547), Route carried "on" structure: State highway 65, Year Built: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,883 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 20,000 (year 2020), Design Load: H 15, Features Intersected: KILBUCK RUN, Facility Carried by Structure: OHIO RIVER BL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.628, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Inventory Rating: 32.7 metric tons, 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: August 2007 Find on map >>
Structure Number: 2007906541019, Location: 0.4 MI.NORTH OF SR 0065 (Lat: 40.521389, Lng: -80.131733), Route carried "on" structure: Interstate 79, Year Built: 1975, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 49,854 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 50,000 (year 2022), Design Load: H 15, Features Intersected: RAMP A & LR 02123, Facility Carried by Structure: RAYMOND P SHAFE HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.025, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 24.7m (81.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $476,000, Total Project Cost: $2,181,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2416500100019, Location: 1/2 MI.EAST OF SR 0079 (Lat: 40.518333, Lng: -80.131667), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 23.77m (77.99ft), Average Daily Traffic: 788 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2020), Design Load: H 15, Features Intersected: NORFOLK & SOUTHERN RR, Facility Carried by Structure: GLENFIELD VIAD BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 24.26m (79.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $165,000, Total Project Cost: $757,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2801702600403, Location: LOCAL RAMP TO SR 65 NB (Lat: 40.518333, Lng: -80.133333), Route carried "on" structure: Ramp State highway , Year Built: 1976, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 49 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2010), Design Load: H 15, Features Intersected: LR 1016 RAMP A2, Facility Carried by Structure: LOCAL RAMP RD Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 59.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.46m (17.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $57,000, Total Project Cost: $260,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2801707600143, Location: I79 NB RAMP B TO LR 652 (Lat: 40.520000, Lng: -80.133333), Route carried "on" structure: Ramp State highway , Year Built: 1977, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 5,500 (year 2021), Design Load: H 15, Features Intersected: 1016 RAMP A, LR 02123, Facility Carried by Structure: RAMP B RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.53m (24.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $101,000, Total Project Cost: $462,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2801707600562, Location: RAMP B2 OVER RAMP A2 (Lat: 40.518333, Lng: -80.133333), Route carried "on" structure: Ramp State highway , Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2027), Design Load: H 15, Features Intersected: RAMP A2, Facility Carried by Structure: 1016 RP.B2,6+78 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: December 2007 Find on map >>
Structure Number: 280170760091, Location: 1016 RAMP B2 OVER 02123 (Lat: 40.520000, Lng: -80.130000), Route carried "on" structure: Ramp State highway , Year Built: 1975, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2008), Design Load: H 15, Features Intersected: 652 RAMP A1,LR 02123, Facility Carried by Structure: RAMP B2 RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.4m (162.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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 minimum criteria, Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $198,000, Total Project Cost: $907,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28017077, Location: 1016 RAMP B1 GLENFIELD (Lat: 40.516667, Lng: -80.133333), Route carried "on" structure: Ramp State highway , Year Built: 1977, Status: Open, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 4,400 (year 2021), Design Load: H 15, Features Intersected: 652 NB-SB,RAMP A1,RAMP R, Facility Carried by Structure: RAMP B1 RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 24, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum criteria, Length Of Structure Improvement: 14.78m (48.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $121,000, Total Project Cost: $555,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 280170780131, Location: RP.A OVER RP.B3-GLENFIELD (Lat: 40.516667, Lng: -80.133333), Route carried "on" structure: Ramp State highway , Year Built: 1975, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2012), Design Load: H 15, Features Intersected: RAMP B-3, Facility Carried by Structure: RAMP A RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $66,000, Total Project Cost: $305,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2006501401735, Location: 1/4 MI. S.E. OF SR 0079 (Lat: 40.517972, Lng: -80.130933), Route carried "under" structure: State highway , Year Built: 1975, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 3,350 (year 2008), Truck Traffic: 4%, Features Intersected: GLENFIELD ROAD, Facility Carried by Structure: OHIO RIVER BL Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.341, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft) Find on map >>
Structure Number: 2007906541019, Location: 0.4 MI.NORTH OF SR 0065 (Lat: 40.521389, Lng: -80.131733), Route carried "under" structure: State highway , Year Built: 1975, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 3,350 (year 2008), Truck Traffic: 4%, Features Intersected: RAMP A & LR 02123, Facility Carried by Structure: RAYMOND P SHAFE HW Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.341, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 2007906541019, Location: 0.4 MI.NORTH OF SR 0065 (Lat: 40.521389, Lng: -80.131733), Route carried "under" structure: Ramp State highway , Year Built: 1975, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Features Intersected: RAMP A & LR 02123, Facility Carried by Structure: RAYMOND P SHAFE HW Minimum Vertical Clearance: 9.76m (32.02ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 2416500100019, Location: 1/2 MI.EAST OF SR 0079 (Lat: 40.518333, Lng: -80.131667), Route carried "under" structure: State highway 65, Year Built: 1988, Structure Length: 23.77m (77.99ft), Average Daily Traffic: 14,142 (year 2008), Truck Traffic: 7%, Features Intersected: NORFOLK & SOUTHERN RR, Facility Carried by Structure: GLENFIELD VIAD BR Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 13.631, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 2416500100019, Location: 1/2 MI.EAST OF SR 0079 (Lat: 40.518333, Lng: -80.131667), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 23.77m (77.99ft), Average Daily Traffic: 150 (year 2005), Truck Traffic: 1%, Features Intersected: NORFOLK & SOUTHERN RR, Facility Carried by Structure: GLENFIELD VIAD BR Minimum Vertical Clearance: 10.67m (35.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 2801702600403, Location: LOCAL RAMP TO SR 65 NB (Lat: 40.518333, Lng: -80.133333), Route carried "under" structure: Ramp State highway , Year Built: 1976, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Features Intersected: LR 1016 RAMP A2, Facility Carried by Structure: LOCAL RAMP RD Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft) Find on map >>
Structure Number: 2801707600143, Location: I79 NB RAMP B TO LR 652 (Lat: 40.520000, Lng: -80.133333), Route carried "under" structure: State highway , Year Built: 1977, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 3,350 (year 2008), Truck Traffic: 4%, Features Intersected: 1016 RAMP A, LR 02123, Facility Carried by Structure: RAMP B RD Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.341, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 2801707600143, Location: I79 NB RAMP B TO LR 652 (Lat: 40.520000, Lng: -80.133333), Route carried "under" structure: Ramp State highway , Year Built: 1977, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Features Intersected: 1016 RAMP A, LR 02123, Facility Carried by Structure: RAMP B RD Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 2801707600562, Location: RAMP B2 OVER RAMP A2 (Lat: 40.518333, Lng: -80.133333), Route carried "under" structure: Ramp State highway , Year Built: 1976, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Features Intersected: RAMP A2, Facility Carried by Structure: 1016 RP.B2,6+78 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 9.8m (32.2ft) Find on map >>
Structure Number: 280170760091, Location: 1016 RAMP B2 OVER 02123 (Lat: 40.520000, Lng: -80.130000), Route carried "under" structure: State highway , Year Built: 1975, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 3,350 (year 2008), Truck Traffic: 4%, Features Intersected: 652 RAMP A1,LR 02123, Facility Carried by Structure: RAMP B2 RD Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.341, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 49.4m (162.1ft) Find on map >>
Structure Number: 280170760091, Location: 1016 RAMP B2 OVER 02123 (Lat: 40.520000, Lng: -80.130000), Route carried "under" structure: Ramp State highway , Year Built: 1975, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Features Intersected: 652 RAMP A1,LR 02123, Facility Carried by Structure: RAMP B2 RD Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 49.4m (162.1ft) Find on map >>
Structure Number: 28017077, Location: 1016 RAMP B1 GLENFIELD (Lat: 40.516667, Lng: -80.133333), Route carried "under" structure: Ramp State highway , Year Built: 1977, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 9,607 (year 2007), Truck Traffic: 5%, Features Intersected: 652 NB-SB,RAMP A1,RAMP R, Facility Carried by Structure: RAMP B1 RD Minimum Vertical Clearance: 8.99m (29.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 45.7m (149.9ft) Find on map >>
Structure Number: 28017077, Location: 1016 RAMP B1 GLENFIELD (Lat: 40.516667, Lng: -80.133333), Route carried "under" structure: State highway 65, Year Built: 1977, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 14,142 (year 2008), Truck Traffic: 7%, Features Intersected: 652 NB-SB,RAMP A1,RAMP R, Facility Carried by Structure: RAMP B1 RD Minimum Vertical Clearance: 6.98m (22.90ft), Kilometerpoint: 13.631, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 45.7m (149.9ft) Find on map >>
Structure Number: 28017077, Location: 1016 RAMP B1 GLENFIELD (Lat: 40.516667, Lng: -80.133333), Route carried "under" structure: State highway 65, Year Built: 1977, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 13,883 (year 2008), Truck Traffic: 7%, Features Intersected: 652 NB-SB,RAMP A1,RAMP R, Facility Carried by Structure: RAMP B1 RD Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 13.628, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 45.7m (149.9ft) Find on map >>
Structure Number: 28017077, Location: 1016 RAMP B1 GLENFIELD (Lat: 40.516667, Lng: -80.133333), Route carried "under" structure: Ramp State highway , Year Built: 1977, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Features Intersected: 652 NB-SB,RAMP A1,RAMP R, Facility Carried by Structure: RAMP B1 RD Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 45.7m (149.9ft) Find on map >>
Structure Number: 280170780131, Location: RP.A OVER RP.B3-GLENFIELD (Lat: 40.516667, Lng: -80.133333), Route carried "under" structure: Ramp State highway , Year Built: 1975, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Features Intersected: RAMP B-3, Facility Carried by Structure: RAMP A RD Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.5m (77.1ft) Discuss this city on our hugely popular Pennsylvania forum Back to: Glenfield, PA, Pennsylvania, All US cities.
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