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Bridge Statistics for Tarentum, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Tarentum, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 355 meters (1,165ft) Total costs: $8,033,000 Total average daily traffic: 214,131 Total average daily truck traffic: 14,904 National Bridge Inventory (NBI) Registered Bridges for Tarentum
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 2002803902289, Location: AT TARENTUM INT. (Lat: 40.612500, Lng: -79.758531), Route carried "on" structure: State highway 28, Year Built: 1982, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 33,221 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 37,000 (year 2028), Design Load: HS 20, Features Intersected: BULL CREEK, Facility Carried by Structure: ALLEGHENY VALLE EX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.030, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft) Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006 Find on map >>
Structure Number: 2002804, Location: TARENTUM INTERCHANGE (Lat: 40.612972, Lng: -79.757700), Route carried "on" structure: State highway 28, Year Built: 1984, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 13,395 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 20,000 (year 2020), Design Load: H 15, Features Intersected: SR 1034 -BULL CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.817, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), 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: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 49.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $50,000, Total Project Cost: $228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 200280407, Location: TARENTUM INTERCHANGE (Lat: 40.613194, Lng: -79.757825), Route carried "on" structure: State highway 28, Year Built: 1984, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 19,826 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 20,000 (year 2020), Design Load: H 15, Features Intersected: LR 02276-BULL CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.788, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Inventory Rating: 68.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $79,000, Total Project Cost: $361,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2036600120875, Location: @ INTER.W/PLEASANT AVE. (Lat: 40.611028, Lng: -79.756333), Route carried "on" structure: State highway 366, Year Built: 1982, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 24,453 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 30,000 (year 2022), Design Load: H 15, Features Intersected: LITTLE BULL CREEK, Facility Carried by Structure: BULL CREEK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft) 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: May 2006 Find on map >>
Structure Number: 20366003204, Location: TARENTUM BRIDGE,RAMP A (Lat: 40.595000, Lng: -79.753333), Route carried "on" structure: State highway 366, Year Built: 1952, Year Reconstructed: 1986, Status: Open, Structure Length: 17.56m (57.61ft), Average Daily Traffic: 12,089 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 21,235 (year 2020), Design Load: H 15, Features Intersected: 4TH AVE,RAMPD, NS RR, Facility Carried by Structure: RAMP A,TARENTUM BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.270, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 18.26m (59.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, 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: Latex Concrete Find on map >>
Structure Number: 2036600320975, Location: A9801 O/RR.,RPS.C&D,RIVER (Lat: 40.601222, Lng: -79.756861), Route carried "on" structure: State highway 366, Year Built: 1949, Year Reconstructed: 1986, Status: Open, Structure Length: 54.38m (178.41ft), Average Daily Traffic: 24,178 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 40,000 (year 2020), Design Load: H 15, Features Intersected: NORFOLK AND SOUTHERN RR, Facility Carried by Structure: TARENTUM BR Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 1.270, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 130.5m (428.1ft)), Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 135.9m (445.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 54.38m (178.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2007, Underwater Inspection Date: April 2007, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $989,000, Total Project Cost: $4,534,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 203660033089, Location: TARENTUM BRIDGE,RAMP B (Lat: 40.595000, Lng: -79.753333), Route carried "on" structure: State highway 366, Year Built: 1952, Year Reconstructed: 1986, Status: Open, Structure Length: 18.65m (61.19ft), Average Daily Traffic: 12,089 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 21,235 (year 2020), Design Load: H 15, Features Intersected: NS RR,4TH AVE,ROSS ST, Facility Carried by Structure: TARENTUM BR,RMP.B Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 1.291, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.29m (63.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $154,000, Total Project Cost: $707,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2100104000294, Location: AT APPRCH TO TARENTUM BR (Lat: 40.601583, Lng: -79.758186), Route carried "on" structure: State highway , Year Built: 1895, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 12,475 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 13,300 (year 2027), Features Intersected: BULL CREEK, Facility Carried by Structure: SEVENTH AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.813, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $55,000, Total Project Cost: $180,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21040001, Location: NEAR TARENTUM INTERCHANGE (Lat: 40.607667, Lng: -79.763675), Route carried "on" structure: State highway , Year Built: 1983, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 1,575 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2027), Design Load: H 15, Features Intersected: LR 1037-TR 28, Facility Carried by Structure: BAKERSTOWN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Other Special Inspection Date: December 1995, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $43,000, Total Project Cost: $164,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2746400001001, Location: 464001 MILL STREET (Lat: 40.603333, Lng: -79.760000), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 250 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2025), Design Load: H 15, Features Intersected: BULL CREEK, Facility Carried by Structure: MILL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2746400001002, Location: 464002 200' W OF ROSS ST (Lat: 4.066861, Lng: -79.757556), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 5,000 (year 2024), Design Load: H 15, Features Intersected: BULL CREEK, Facility Carried by Structure: FOURTH AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2006, Underwater Inspection Date: July 2006, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $94,000, Total Project Cost: $306,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2808800100021, Location: TARENTUM BR,RAMP C (Lat: 40.595000, Lng: -79.753333), Route carried "on" structure: Ramp State highway , Year Built: 1952, Year Reconstructed: 1986, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 49 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 3,615 (year 2020), Design Load: H 15, Features Intersected: FOURTH AVE, Facility Carried by Structure: RMP C,TARTM.BRDG. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: 5.5m (18.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.88m (35.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $233,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2808800200311, Location: TARENTUM BR,RAMP D (Lat: 40.595000, Lng: -79.753333), Route carried "on" structure: Ramp State highway , Year Built: 1952, Year Reconstructed: 1986, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 49 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 3,920 (year 2019), Design Load: H 15, Features Intersected: FOURTH AVE, Facility Carried by Structure: RAMP D,TARENTUM BR Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), 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: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $48,000, Total Project Cost: $219,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2002804, Location: TARENTUM INTERCHANGE (Lat: 40.612972, Lng: -79.757700), Route carried "under" structure: State highway , Year Built: 1984, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 7,833 (year 2007), Truck Traffic: 5%, Features Intersected: SR 1034 -BULL CREEK ROAD, Facility Carried by Structure: ROUTE 28 N.B. Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 5.869, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 200280407, Location: TARENTUM INTERCHANGE (Lat: 40.613194, Lng: -79.757825), Route carried "under" structure: State highway , Year Built: 1984, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 7,833 (year 2007), Truck Traffic: 5%, Features Intersected: LR 02276-BULL CREEK ROAD, Facility Carried by Structure: SR 0028 SH Minimum Vertical Clearance: 0.63m (2.07ft), Kilometerpoint: 5.869, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 20366003204, Location: TARENTUM BRIDGE,RAMP A (Lat: 40.595000, Lng: -79.753333), Route carried "under" structure: Ramp State highway , Year Built: 1952, Structure Length: 17.56m (57.61ft), Average Daily Traffic: 49 (year 2008), Truck Traffic: 7%, Features Intersected: 4TH AVE,RAMPD, NS RR, Facility Carried by Structure: RAMP A,TARENTUM BR Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 20366003204, Location: TARENTUM BRIDGE,RAMP A (Lat: 40.595000, Lng: -79.753333), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 17.56m (57.61ft), Average Daily Traffic: 101 (year 2005), Truck Traffic: 7%, Features Intersected: 4TH AVE,RAMPD, NS RR, Facility Carried by Structure: RAMP A,TARENTUM BR Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 2036600320975, Location: A9801 O/RR.,RPS.C&D,RIVER (Lat: 40.601222, Lng: -79.756861), Route carried "under" structure: Ramp State highway , Year Built: 1949, Structure Length: 54.38m (178.41ft), Average Daily Traffic: 49 (year 2008), Truck Traffic: 7%, Features Intersected: NORFOLK AND SOUTHERN RR, Facility Carried by Structure: TARENTUM BR Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Length of Maximum Span: 135.9m (445.9ft) Find on map >>
Structure Number: 2036600320975, Location: A9801 O/RR.,RPS.C&D,RIVER (Lat: 40.601222, Lng: -79.756861), Route carried "under" structure: Ramp State highway , Year Built: 1949, Structure Length: 54.38m (178.41ft), Average Daily Traffic: 49 (year 2008), Truck Traffic: 7%, Features Intersected: NORFOLK AND SOUTHERN RR, Facility Carried by Structure: TARENTUM BR Minimum Vertical Clearance: 20.19m (66.24ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Length of Maximum Span: 135.9m (445.9ft) Find on map >>
Structure Number: 203660033089, Location: TARENTUM BRIDGE,RAMP B (Lat: 40.595000, Lng: -79.753333), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 18.65m (61.19ft), Average Daily Traffic: 101 (year 2005), Truck Traffic: 7%, Features Intersected: NS RR,4TH AVE,ROSS ST, Facility Carried by Structure: TARENTUM BR,RMP.B Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 203660033089, Location: TARENTUM BRIDGE,RAMP B (Lat: 40.595000, Lng: -79.753333), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 18.65m (61.19ft), Average Daily Traffic: 101 (year 2005), Truck Traffic: 7%, Features Intersected: NS RR,4TH AVE,ROSS ST, Facility Carried by Structure: TARENTUM BR,RMP.B Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 21040001, Location: NEAR TARENTUM INTERCHANGE (Lat: 40.607667, Lng: -79.763675), Route carried "under" structure: State highway 28, Year Built: 1983, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 19,434 (year 2008), Truck Traffic: 7%, Features Intersected: LR 1037-TR 28, Facility Carried by Structure: BAKERSTOWN RD Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 3.003, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 21040001, Location: NEAR TARENTUM INTERCHANGE (Lat: 40.607667, Lng: -79.763675), Route carried "under" structure: State highway 28, Year Built: 1983, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 19,826 (year 2008), Truck Traffic: 7%, Features Intersected: LR 1037-TR 28, Facility Carried by Structure: BAKERSTOWN RD Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 29.976, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 2808800100021, Location: TARENTUM BR,RAMP C (Lat: 40.595000, Lng: -79.753333), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 5 (year 2005), Truck Traffic: 1%, Features Intersected: FOURTH AVE, Facility Carried by Structure: RMP C,TARTM.BRDG. Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 2808800200311, Location: TARENTUM BR,RAMP D (Lat: 40.595000, Lng: -79.753333), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 101 (year 1997), Truck Traffic: 7%, Features Intersected: FOURTH AVE, Facility Carried by Structure: RAMP D,TARENTUM BR Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Discuss this city on our hugely popular Pennsylvania forum Back to: Tarentum, PA, Pennsylvania, All US cities.
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