Bridge Statistics for Dalmatia, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 230ft / 69.7mTotal length
- $6,916,000Total costs
- 92,360Total average daily traffic
- 14,127Total average daily truck traffic
- 100,019Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Dalmatia
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21930-1939
- 11940-1949
- 11950-1959
- 41960-1969
- 41970-1979
- 11980-1989
- 41990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- 11990-1999
- 02000-2009
- 32010-2019
- Bridge Condition - Deck
- 17.6%Very good
- 35.3%Good
- 29.4%Satisfactory
- 17.6%Fair
- Bridge Condition - Superstructure
- 11.8%Very good
- 41.2%Good
- 35.3%Satisfactory
- 11.8%Fair
- Bridge Condition - Substructure
- 52.9%Good
- 17.6%Satisfactory
- 23.5%Fair
- 5.9%Critical
- Bridge Condition - Channel
- 12.5%Very good
- 12.5%Good
- 25.0%Satisfactory
- 37.5%Fair
- 6.3%Poor
- 6.3%Serious
- Bridge Condition - Culverts
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 308, Location: RTE 28 RAMPS EB (Lat: 40.810489, Lng: -79.553444), Route carried "on" structure: US 422, Year Built: 1970, Year Reconstructed: 2010, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 12,393 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 12,264 (year 2032), Design Load: HS 20, Features Intersected: SR8006 NB&SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.683, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 308, Location: RTE 28 RAMPS EB (Lat: 40.810489, Lng: -79.553444), Route carried "on" structure: US 422, Year Built: 1970, Year Reconstructed: 2010, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 12,393 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 12,264 (year 2032), Design Load: HS 20, Features Intersected: SR8006 NB&SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.683, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 3081, Location: RTE 28 RAMPS WB (Lat: 40.810678, Lng: -79.553036), Route carried "on" structure: US 422, Year Built: 1970, Year Reconstructed: 2010, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 8,697 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 7,546 (year 2032), Design Load: HS 20, Features Intersected: SR8006 NB&SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.733, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $98,000, Total Project Cost: $448,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3081, Location: RTE 28 RAMPS WB (Lat: 40.810678, Lng: -79.553036), Route carried "on" structure: US 422, Year Built: 1970, Year Reconstructed: 2010, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 8,697 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 7,546 (year 2032), Design Load: HS 20, Features Intersected: SR8006 NB&SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.733, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $98,000, Total Project Cost: $448,000, 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: 3146, Location: NORTH OF KITTANNING (Lat: 40.871344, Lng: -79.477658), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 851 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,278 (year 2032), Design Load: H 20, Features Intersected: PINE CREEK, Facility Carried by Structure: SR1033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.942, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $66,000, Total Project Cost: $265,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3146, Location: NORTH OF KITTANNING (Lat: 40.871344, Lng: -79.477658), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 851 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,278 (year 2032), Design Load: H 20, Features Intersected: PINE CREEK, Facility Carried by Structure: SR1033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.942, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $66,000, Total Project Cost: $265,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3517, Location: 1.5 MI N OF SR 3016 (Lat: 40.611892, Lng: -80.318881), Route carried "on" structure: Interstate 376, Year Built: 1969, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 15,328 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14,168 (year 2032), Design Load: HS 20, Features Intersected: BUNKER HILL ROAD, Facility Carried by Structure: BEAVER VALLEY EXPY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.849, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 77.1 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $92,000, Total Project Cost: $421,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3517, Location: 1.5 MI N OF SR 3016 (Lat: 40.611892, Lng: -80.318881), Route carried "on" structure: Interstate 376, Year Built: 1969, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 15,328 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14,168 (year 2032), Design Load: HS 20, Features Intersected: BUNKER HILL ROAD, Facility Carried by Structure: BEAVER VALLEY EXPY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.849, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 77.1 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $92,000, Total Project Cost: $421,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3524, Location: 200 FT N OF SR 0068 (Lat: 40.681972, Lng: -80.333250), Route carried "on" structure: Interstate 376, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 21,641 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,124 (year 2032), Design Load: HS 20, Features Intersected: TWO MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.800, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 3524, Location: 200 FT N OF SR 0068 (Lat: 40.681972, Lng: -80.333250), Route carried "on" structure: Interstate 376, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 21,641 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,124 (year 2032), Design Load: HS 20, Features Intersected: TWO MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.800, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 5632, Location: 4 MI.E.OF TYRONE (Lat: 40.615656, Lng: -78.171403), Route carried "on" structure: State highway 453, Year Built: 1962, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,154 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,722 (year 2032), Design Load: HS 20, Features Intersected: SINKING RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2021
Structure Number: 5632, Location: 4 MI.E.OF TYRONE (Lat: 40.615656, Lng: -78.171403), Route carried "on" structure: State highway 453, Year Built: 1962, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,154 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,722 (year 2032), Design Load: HS 20, Features Intersected: SINKING RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2021
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Structure Number: 5797, Location: 6 MI.W.OF ALTOONA (Lat: 40.475678, Lng: -78.511831), Route carried "on" structure: State highway , Year Built: 1932, Year Reconstructed: 1989, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,279 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,670 (year 2032), Design Load: HS 20, Features Intersected: SUGAR RUN, Facility Carried by Structure: SR 4002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5797, Location: 6 MI.W.OF ALTOONA (Lat: 40.475678, Lng: -78.511831), Route carried "on" structure: State highway , Year Built: 1932, Year Reconstructed: 1989, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,279 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,670 (year 2032), Design Load: HS 20, Features Intersected: SUGAR RUN, Facility Carried by Structure: SR 4002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 14302, Location: DAUPHIN-N.CUMBERLAND LINE (Lat: 40.612014, Lng: -76.933594), Route carried "on" structure: State highway 147, Year Built: 1991, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 2,578 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 3,172 (year 2032), Design Load: HS 25 or greater, Features Intersected: MAHANTANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.516, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $470,000, Total Project Cost: $2,155,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14302, Location: DAUPHIN-N.CUMBERLAND LINE (Lat: 40.612014, Lng: -76.933594), Route carried "on" structure: State highway 147, Year Built: 1991, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 2,578 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 3,172 (year 2032), Design Load: HS 25 or greater, Features Intersected: MAHANTANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.516, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $470,000, Total Project Cost: $2,155,000, 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: 14695, Location: DEIBLER'S GAP NEAR MALTA (Lat: 40.620050, Lng: -76.869442), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 70 (year 2041), Design Load: HS 20, Features Intersected: MAHANTANGO CREEK, Facility Carried by Structure: DEIBLERS GAP,T-637
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, 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: 6.9m (22.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14695, Location: DEIBLER'S GAP NEAR MALTA (Lat: 40.620050, Lng: -76.869442), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 70 (year 2041), Design Load: HS 20, Features Intersected: MAHANTANGO CREEK, Facility Carried by Structure: DEIBLERS GAP,T-637
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, 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: 6.9m (22.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, 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: 14707, Location: .1S MALTA/MAHANTANGO CRK. (Lat: 40.611100, Lng: -76.911500), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 140 (year 2041), Design Load: HS 20, Features Intersected: MAHANTANGO CREEK, Facility Carried by Structure: SO.MALTA RD. T-482
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14707, Location: .1S MALTA/MAHANTANGO CRK. (Lat: 40.611100, Lng: -76.911500), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 140 (year 2041), Design Load: HS 20, Features Intersected: MAHANTANGO CREEK, Facility Carried by Structure: SO.MALTA RD. T-482
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3079, Location: VILLAGE OF ADAMSDALE (Lat: 40.641178, Lng: -76.130669), Route carried "on" structure: State highway , Year Built: 1940, Year Reconstructed: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 860 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,217 (year 2032), Design Load: HS 20, Features Intersected: MAHONNEY CREEK, Facility Carried by Structure: GREENVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.566, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Serious, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: Febuary 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Deck Structure Type: Open Grating
Structure Number: 3079, Location: VILLAGE OF ADAMSDALE (Lat: 40.641178, Lng: -76.130669), Route carried "on" structure: State highway , Year Built: 1940, Year Reconstructed: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 860 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,217 (year 2032), Design Load: HS 20, Features Intersected: MAHONNEY CREEK, Facility Carried by Structure: GREENVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.566, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Serious, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: Febuary 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Deck Structure Type: Open Grating
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Structure Number: 31085, Location: JUNIATA-SNYDER CO LINE (Lat: 40.647028, Lng: -76.965117), Route carried "on" structure: State highway 104, Year Built: 1930, Year Reconstructed: 1993, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 2,572 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 3,895 (year 2032), Features Intersected: MAHANTANGO CREEK
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $52,000, Total Project Cost: $241,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31085, Location: JUNIATA-SNYDER CO LINE (Lat: 40.647028, Lng: -76.965117), Route carried "on" structure: State highway 104, Year Built: 1930, Year Reconstructed: 1993, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 2,572 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 3,895 (year 2032), Features Intersected: MAHANTANGO CREEK
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $52,000, Total Project Cost: $241,000, 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: 31284, Location: 1.25 MI.SW MCKEES HALF FA (Lat: 40.648056, Lng: -76.943017), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 450 (year 2029), Features Intersected: W. BR. MAHANTANGO, Facility Carried by Structure: T-347 OLD TRAIL RD
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), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), 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: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31284, Location: 1.25 MI.SW MCKEES HALF FA (Lat: 40.648056, Lng: -76.943017), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 450 (year 2029), Features Intersected: W. BR. MAHANTANGO, Facility Carried by Structure: T-347 OLD TRAIL RD
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), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), 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: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, 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: 3149, Location: .2 MI.E.OF ROCKWOOD (Lat: 39.921050, Lng: -79.147947), Route carried "on" structure: State highway 653, Year Built: 1999, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 628 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 729 (year 2032), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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 minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $645,000, Total Project Cost: $2,958,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3149, Location: .2 MI.E.OF ROCKWOOD (Lat: 39.921050, Lng: -79.147947), Route carried "on" structure: State highway 653, Year Built: 1999, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 628 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 729 (year 2032), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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 minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $645,000, Total Project Cost: $2,958,000, 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: 315, Location: 1.5 MI.N.OF JENNERSTOWN (Lat: 40.181767, Lng: -79.044794), Route carried "on" structure: State highway 985, Year Built: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,869 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,437 (year 2032), Design Load: HS 25 or greater, Features Intersected: ROARING RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.452, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 59.9 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: 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 desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 315, Location: 1.5 MI.N.OF JENNERSTOWN (Lat: 40.181767, Lng: -79.044794), Route carried "on" structure: State highway 985, Year Built: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,869 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,437 (year 2032), Design Load: HS 25 or greater, Features Intersected: ROARING RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.452, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 59.9 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: 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 desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3519, Location: CANTON TOWNSHIP (Lat: 40.215672, Lng: -80.286897), Route carried "on" structure: State highway , Year Built: 1953, Year Reconstructed: 2018, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 312 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 546 (year 2032), Design Load: HL 93, Features Intersected: GEORGES RUN, Facility Carried by Structure: SR 4035
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $28,000, Total Project Cost: $126,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3519, Location: CANTON TOWNSHIP (Lat: 40.215672, Lng: -80.286897), Route carried "on" structure: State highway , Year Built: 1953, Year Reconstructed: 2018, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 312 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 546 (year 2032), Design Load: HL 93, Features Intersected: GEORGES RUN, Facility Carried by Structure: SR 4035
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $28,000, Total Project Cost: $126,000, 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: 3523, Location: NEAR WEST BROWNSVILLE (Lat: 40.048333, Lng: -79.913333), Route carried "on" structure: State highway 43, Year Built: 1990, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,193 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 4,848 (year 2030), Design Load: HS 25 or greater, Features Intersected: SR 2079; MALDEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3523, Location: NEAR WEST BROWNSVILLE (Lat: 40.048333, Lng: -79.913333), Route carried "on" structure: State highway 43, Year Built: 1990, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,193 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 4,848 (year 2030), Design Load: HS 25 or greater, Features Intersected: SR 2079; MALDEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, 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: 3525, Location: 500' WEST OF SR 3009 (Lat: 40.126183, Lng: -80.369553), Route carried "on" structure: City street T472, Year Built: 1902, Year Reconstructed: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2028), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: BROWNLEE BR(T-472)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $137,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3525, Location: 500' WEST OF SR 3009 (Lat: 40.126183, Lng: -80.369553), Route carried "on" structure: City street T472, Year Built: 1902, Year Reconstructed: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2028), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: BROWNLEE BR(T-472)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $137,000, 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: 41458, Location: JUNIATA-SNYDER CO LINE (Lat: 40.642008, Lng: -76.939889), Route carried "on" structure: US 11, Year Built: 2001, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 12,446 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 14,549 (year 2032), Design Load: HS 20, Features Intersected: OVER MAHANTANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), 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: 27.3m (89.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41458, Location: JUNIATA-SNYDER CO LINE (Lat: 40.642008, Lng: -76.939889), Route carried "on" structure: US 11, Year Built: 2001, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 12,446 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 14,549 (year 2032), Design Load: HS 20, Features Intersected: OVER MAHANTANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), 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: 27.3m (89.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45629, Location: 1.5 MI. SOUTH MEISERVILLE (Lat: 40.649531, Lng: -76.966789), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 447 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 501 (year 2032), Design Load: HL 93, Features Intersected: MAHANTANGO CREEK, Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45629, Location: 1.5 MI. SOUTH MEISERVILLE (Lat: 40.649531, Lng: -76.966789), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 447 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 501 (year 2032), Design Load: HL 93, Features Intersected: MAHANTANGO CREEK, Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, 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: 46733, Location: VILLAGE OF DALMATIA (Lat: 40.656619, Lng: -76.899103), Route carried "on" structure: State highway 147, Year Built: 2011, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,562 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,553 (year 2032), Design Load: HS 25 or greater, Features Intersected: DALMATIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.721, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
Structure Number: 46733, Location: VILLAGE OF DALMATIA (Lat: 40.656619, Lng: -76.899103), Route carried "on" structure: State highway 147, Year Built: 2011, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,562 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,553 (year 2032), Design Load: HS 25 or greater, Features Intersected: DALMATIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.721, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018