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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 15
Total length: 77 meters (253ft)
Total costs: $5,476,000
Total average daily traffic: 452,248
Total average daily truck traffic: 31,103

National Bridge Inventory (NBI) Registered Bridges for Churchill

New bridges - Historical Statistics

1950-1959: 8
1960-1969: 7

Reconstructed bridges - Historical Statistics

1970-1979: 4
1980-1989: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 203760090219, Location: CHURCHILL INTERCHANGE (Lat: 40.445250, Lng: -79.848814), Route carried "on" structure: Interstate 376, Year Built: 1950, Year Reconstructed: 1976, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 88,920 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 103,000 (year 2027), Design Load: H 15, Features Intersected: BEULAH ROAD, Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.404, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.20m (17.06ft), 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: $24,000, Roadway Improvement Cost: $100,000, Total Project Cost: $321,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 203760095, Location: CHURCH HILL INTERCHANGE (Lat: 40.445611, Lng: -79.847169), Route carried "on" structure: Interstate 376, Year Built: 1950, Year Reconstructed: 1985, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 44,137 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 42,000 (year 2020), Design Load: H 15, Features Intersected: SR 2110 SH, Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.205, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), 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: $28,000, Roadway Improvement Cost: $82,000, Total Project Cost: $377,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Bituminous

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Structure Number: 2037601001489, Location: CHURCHILL,OVER WB RAMP A (Lat: 40.442333, Lng: -79.838156), Route carried "on" structure: Interstate 376, Year Built: 1961, Year Reconstructed: 1976, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 72,386 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 76,000 (year 2026), Design Load: H 15, Features Intersected: LR 187,RAMP A,W.B., Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.005, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 25.6m (84.0ft), Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $65,000, Total Project Cost: $299,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 203760104, Location: 1/2 MI. N.E. OF SR 2048 (Lat: 40.440278, Lng: -79.833689), Route carried "on" structure: Interstate 376, Year Built: 1962, Year Reconstructed: 1976, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 72,499 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 75,000 (year 2025), Design Load: H 15, Features Intersected: LR 395-RODI ROAD NB&SB, Facility Carried by Structure: PENN LINCOLN PY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.908, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $912,000, Total Project Cost: $4,180,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22097001, Location: GREENSBURG PIKE OVER PKWY (Lat: 40.450000, Lng: -79.858333), Route carried "on" structure: State highway , Year Built: 1955, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 9,634 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2026), Design Load: H 15, Features Intersected: PARKWAY EAST, Facility Carried by Structure: GREENSBURG PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), 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: $22,000, Roadway Improvement Cost: $65,000, Total Project Cost: $299,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2802007600112, Location: RAMP D OVER RODI RD.N.B. (Lat: 40.441667, Lng: -79.828333), Route carried "on" structure: Ramp State highway , Year Built: 1962, Year Reconstructed: 1977, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 49 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 60 (year 2020), Design Load: H 15, Features Intersected: RODI RD.,N.B., Facility Carried by Structure: RAMP D 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: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), 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: Good, Substructure: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 203760090219, Location: CHURCHILL INTERCHANGE (Lat: 40.445250, Lng: -79.848814), Route carried "under" structure: State highway 130, Year Built: 1950, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 5,336 (year 2008), Truck Traffic: 2%, Features Intersected: BEULAH ROAD, Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 9.786, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 203760090219, Location: CHURCHILL INTERCHANGE (Lat: 40.445250, Lng: -79.848814), Route carried "under" structure: State highway 130, Year Built: 1950, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 5,336 (year 2008), Truck Traffic: 2%, Features Intersected: BEULAH ROAD, Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 9.786, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 203760095, Location: CHURCH HILL INTERCHANGE (Lat: 40.445611, Lng: -79.847169), Route carried "under" structure: State highway , Year Built: 1950, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 14,395 (year 2008), Truck Traffic: 5%, Features Intersected: SR 2110 SH, Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 2.599, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 2037601001489, Location: CHURCHILL,OVER WB RAMP A (Lat: 40.442333, Lng: -79.838156), Route carried "under" structure: Ramp US 22B, Year Built: 1961, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 15,618 (year 2008), Truck Traffic: 7%, Features Intersected: LR 187,RAMP A,W.B., Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 203760104, Location: 1/2 MI. N.E. OF SR 2048 (Lat: 40.440278, Lng: -79.833689), Route carried "under" structure: State highway 791, Year Built: 1962, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 13,367 (year 2008), Truck Traffic: 4%, Features Intersected: LR 395-RODI ROAD NB&SB, Facility Carried by Structure: PENN LINCOLN PY
Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 0.212, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 22097001, Location: GREENSBURG PIKE OVER PKWY (Lat: 40.450000, Lng: -79.858333), Route carried "under" structure: Interstate 376, Year Built: 1955, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 46,487 (year 2008), Truck Traffic: 6%, Features Intersected: PARKWAY EAST, Facility Carried by Structure: GREENSBURG PIKE
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 1.352, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 22097001, Location: GREENSBURG PIKE OVER PKWY (Lat: 40.450000, Lng: -79.858333), Route carried "under" structure: Interstate 376, Year Built: 1955, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 43,430 (year 2008), Truck Traffic: 6%, Features Intersected: PARKWAY EAST, Facility Carried by Structure: GREENSBURG PIKE
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 13.472, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 2802007600112, Location: RAMP D OVER RODI RD.N.B. (Lat: 40.441667, Lng: -79.828333), Route carried "under" structure: State highway 791, Year Built: 1962, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 7,287 (year 2008), Truck Traffic: 3%, Features Intersected: RODI RD.,N.B., Facility Carried by Structure: RAMP D RD
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.212, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)

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