Bridge Statistics for Millwood, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 121ft / 37.3mTotal length
- $5,060,000Total costs
- 81,985Total average daily traffic
- 17,385Total average daily truck traffic
- 78,668Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Millwood
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 31960-1969
- 31970-1979
- 21980-1989
- Reconstructed bridges - Historical Statistics
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 20.0%Good
- 30.0%Fair
- 30.0%Poor
- 10.0%Serious
- Bridge Condition - Superstructure
- 30.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- 20.0%Poor
- 20.0%Serious
- Bridge Condition - Substructure
- 10.0%Good
- 50.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 16.7%Very good
- 50.0%Fair
- 33.3%Poor
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Structure Number: 287, Location: 2.75 MI. N. MD. LINE (Lat: 39.747219, Lng: -77.273997), Route carried "on" structure: State highway , Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 141 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 215 (year 2032), Design Load: HS 20, Features Intersected: US 15; SR 0015, Facility Carried by Structure: SR 3004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.490, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), 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: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $52,000, Total Project Cost: $240,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 287, Location: 2.75 MI. N. MD. LINE (Lat: 39.747219, Lng: -77.273997), Route carried "on" structure: State highway , Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 141 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 215 (year 2032), Design Load: HS 20, Features Intersected: US 15; SR 0015, Facility Carried by Structure: SR 3004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.490, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), 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: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $52,000, Total Project Cost: $240,000, 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: 903, Location: 79 SB OVER GLENFIELD RD (Lat: 40.525286, Lng: -80.130953), Route carried "on" structure: Interstate 79, Year Built: 1971, Year Reconstructed: 2008, Status: Open, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 14,489 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 20,054 (year 2032), Design Load: HS 20, Features Intersected: GLENFIELD RD,KILBUCK RUN, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.347, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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: 13.70m (44.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $602,000, Total Project Cost: $2,759,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 903, Location: 79 SB OVER GLENFIELD RD (Lat: 40.525286, Lng: -80.130953), Route carried "on" structure: Interstate 79, Year Built: 1971, Year Reconstructed: 2008, Status: Open, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 14,489 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 20,054 (year 2032), Design Load: HS 20, Features Intersected: GLENFIELD RD,KILBUCK RUN, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.347, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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: 13.70m (44.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $602,000, Total Project Cost: $2,759,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 905, Location: 1 MI.NORTH OF SR 4022 (Lat: 40.566417, Lng: -80.114611), Route carried "on" structure: Interstate 79, Year Built: 1971, Year Reconstructed: 2008, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 28,461 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 19,859 (year 2032), Design Load: HS 20, Features Intersected: SR 4043 RED MUD HOLLOW, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.200, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $147,000, Total Project Cost: $673,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 905, Location: 1 MI.NORTH OF SR 4022 (Lat: 40.566417, Lng: -80.114611), Route carried "on" structure: Interstate 79, Year Built: 1971, Year Reconstructed: 2008, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 28,461 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 19,859 (year 2032), Design Load: HS 20, Features Intersected: SR 4043 RED MUD HOLLOW, Facility Carried by Structure: RAYMOND SHAFER HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.200, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $147,000, Total Project Cost: $673,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 907, Location: 1 MI.NORTH OF SR4022 (Lat: 40.566639, Lng: -80.115069), Route carried "on" structure: Interstate 79, Year Built: 1970, Year Reconstructed: 2008, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 27,465 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 20,054 (year 2032), Design Load: HS 20, Features Intersected: RED MUD HOLLOW RD, Facility Carried by Structure: RAYMOND P SHAFE HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.075, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $132,000, Total Project Cost: $606,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 907, Location: 1 MI.NORTH OF SR4022 (Lat: 40.566639, Lng: -80.115069), Route carried "on" structure: Interstate 79, Year Built: 1970, Year Reconstructed: 2008, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 27,465 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 20,054 (year 2032), Design Load: HS 20, Features Intersected: RED MUD HOLLOW RD, Facility Carried by Structure: RAYMOND P SHAFE HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.075, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $132,000, Total Project Cost: $606,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 906, Location: LITTLE GAP (Lat: 40.832233, Lng: -75.522994), Route carried "on" structure: State highway , Year Built: 1930, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,590 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,800 (year 2032), Design Load: HS 20, Features Intersected: HUNTERS CREEK, Facility Carried by Structure: SR 2002 (LR 13013)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.041, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $13,000, Total Project Cost: $62,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 906, Location: LITTLE GAP (Lat: 40.832233, Lng: -75.522994), Route carried "on" structure: State highway , Year Built: 1930, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,590 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,800 (year 2032), Design Load: HS 20, Features Intersected: HUNTERS CREEK, Facility Carried by Structure: SR 2002 (LR 13013)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.041, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $13,000, Total Project Cost: $62,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36163, Location: DERRY TOWNSHIP (Lat: 40.355389, Lng: -79.279019), Route carried "on" structure: State highway 217, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,992 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,092 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF MCGEE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $150,000, Total Project Cost: $238,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 36163, Location: DERRY TOWNSHIP (Lat: 40.355389, Lng: -79.279019), Route carried "on" structure: State highway 217, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,992 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,092 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF MCGEE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $150,000, Total Project Cost: $238,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 36166, Location: DERRY TOWNSHIP (Lat: 40.375103, Lng: -79.266061), Route carried "on" structure: State highway 217, Year Built: 1968, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 3,992 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,092 (year 2032), Design Load: HS 20, Features Intersected: MCGEE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.289, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 94.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $200,000, Total Project Cost: $356,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 36166, Location: DERRY TOWNSHIP (Lat: 40.375103, Lng: -79.266061), Route carried "on" structure: State highway 217, Year Built: 1968, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 3,992 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,092 (year 2032), Design Load: HS 20, Features Intersected: MCGEE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.289, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 94.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $200,000, Total Project Cost: $356,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 36886, Location: BTW SR 0982 & SR 0217 (Lat: 40.343169, Lng: -79.296728), Route carried "on" structure: City street T653, Year Built: 1980, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 555 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 777 (year 2036), Design Load: HS 20, Features Intersected: MCGEE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Poor, Operating Rating: 42.6 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 36886, Location: BTW SR 0982 & SR 0217 (Lat: 40.343169, Lng: -79.296728), Route carried "on" structure: City street T653, Year Built: 1980, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 555 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 777 (year 2036), Design Load: HS 20, Features Intersected: MCGEE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Poor, Operating Rating: 42.6 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36888, Location: 1/2 MI NW OF SR 217 (Lat: 40.360608, Lng: -79.282975), Route carried "on" structure: City street T887, Year Built: 1980, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 2016), Average Future Daily Traffic: 700 (year 2036), Design Load: HS 20+Mod, Features Intersected: MCGEE RUN, Facility Carried by Structure: T-887 SEGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $28,000, Total Project Cost: $126,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 36888, Location: 1/2 MI NW OF SR 217 (Lat: 40.360608, Lng: -79.282975), Route carried "on" structure: City street T887, Year Built: 1980, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 2016), Average Future Daily Traffic: 700 (year 2036), Design Load: HS 20+Mod, Features Intersected: MCGEE RUN, Facility Carried by Structure: T-887 SEGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $28,000, Total Project Cost: $126,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45831, Location: 200 FT EAST OF SR 217 (Lat: 40.352558, Lng: -79.280469), Route carried "on" structure: City street 832, Year Built: 1930, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 800 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,025 (year 2032), Design Load: H 10, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Maintenance Responsibility: Railroad, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 68.9 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45831, Location: 200 FT EAST OF SR 217 (Lat: 40.352558, Lng: -79.280469), Route carried "on" structure: City street 832, Year Built: 1930, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 800 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,025 (year 2032), Design Load: H 10, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Maintenance Responsibility: Railroad, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 68.9 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous