Bridge Statistics for Bethel Park, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 56ft / 17.3mTotal length
- $470,000Total costs
- 75,631Total average daily traffic
- 3,306Total average daily truck traffic
- 110,881Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bethel Park
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- 22020-2022
- Bridge Condition - Deck
- 14.3%Very good
- 28.6%Good
- 57.1%Satisfactory
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 57.1%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 12.5%Very good
- 37.5%Good
- 12.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Culverts
- 40.0%Very good
- 60.0%Good
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Structure Number: 1728, Location: 280' SOUTH OF SR 3004 (Lat: 40.297664, Lng: -80.046558), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,415 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,513 (year 2032), Design Load: HS 20, Features Intersected: PINEY FORK CREEK, Facility Carried by Structure: IRISHTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $26,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1728, Location: 280' SOUTH OF SR 3004 (Lat: 40.297664, Lng: -80.046558), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,415 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,513 (year 2032), Design Load: HS 20, Features Intersected: PINEY FORK CREEK, Facility Carried by Structure: IRISHTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $26,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2535, Location: CT12 CATFISH RUN NO. 12 (Lat: 40.327089, Lng: -80.018467), Route carried "on" structure: ServiceCounty highway , Year Built: 1960, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 20 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2025), Design Load: HS 20, Features Intersected: CATFISH RUN, Facility Carried by Structure: S-PARK ICE-RINK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.7 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2535, Location: CT12 CATFISH RUN NO. 12 (Lat: 40.327089, Lng: -80.018467), Route carried "on" structure: ServiceCounty highway , Year Built: 1960, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 20 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2025), Design Load: HS 20, Features Intersected: CATFISH RUN, Facility Carried by Structure: S-PARK ICE-RINK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.7 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2536, Location: LC04 LICK RUN NO. 4 (Lat: 40.340056, Lng: -80.004947), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 8,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: LICK RUN, Facility Carried by Structure: HORNING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 2536, Location: LC04 LICK RUN NO. 4 (Lat: 40.340056, Lng: -80.004947), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 8,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: LICK RUN, Facility Carried by Structure: HORNING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 2537, Location: PY02 N BR PINEY FORK #2 (Lat: 40.307983, Lng: -80.033217), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,968 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 2,968 (year 2025), Design Load: HS 25 or greater, Features Intersected: PINEY FORK,NORTH BRANCH, Facility Carried by Structure: KINGS SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 2537, Location: PY02 N BR PINEY FORK #2 (Lat: 40.307983, Lng: -80.033217), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,968 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 2,968 (year 2025), Design Load: HS 25 or greater, Features Intersected: PINEY FORK,NORTH BRANCH, Facility Carried by Structure: KINGS SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 2539, Location: P50006 HIGHLAND RD-PT08 (Lat: 40.348300, Lng: -80.039900), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 10,600 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,805 (year 2039), Design Load: HS 20, Features Intersected: PAT TRANSIT RR, Facility Carried by Structure: HIGHLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Local Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Steel, 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: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Inventory Rating: 66.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $72,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2539, Location: P50006 HIGHLAND RD-PT08 (Lat: 40.348300, Lng: -80.039900), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 10,600 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,805 (year 2039), Design Load: HS 20, Features Intersected: PAT TRANSIT RR, Facility Carried by Structure: HIGHLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Local Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Steel, 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: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Inventory Rating: 66.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $72,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2553, Location: GS02 GRAESERS RUN # 2 (Lat: 40.330850, Lng: -80.053183), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,221 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 22,211 (year 2028), Design Load: HS 25 or greater, Features Intersected: GRAESERS RUN N. BRANCH, Facility Carried by Structure: BETHEL CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), 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: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 2553, Location: GS02 GRAESERS RUN # 2 (Lat: 40.330850, Lng: -80.053183), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,221 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 22,211 (year 2028), Design Load: HS 25 or greater, Features Intersected: GRAESERS RUN N. BRANCH, Facility Carried by Structure: BETHEL CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), 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: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 2554, Location: PT15 HILLCREST BRIDGE (Lat: 40.345247, Lng: -80.028783), Route carried "on" structure: Business County highway , Year Built: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 16,470 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 20,000 (year 2025), Design Load: HS 25 or greater, Features Intersected: PORT AUTHOR LINE BR 9860, Facility Carried by Structure: BETHEL CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2554, Location: PT15 HILLCREST BRIDGE (Lat: 40.345247, Lng: -80.028783), Route carried "on" structure: Business County highway , Year Built: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 16,470 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 20,000 (year 2025), Design Load: HS 25 or greater, Features Intersected: PORT AUTHOR LINE BR 9860, Facility Carried by Structure: BETHEL CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34818, Location: PETERS TOWNSHIP (Lat: 40.286367, Lng: -80.045358), Route carried "on" structure: State highway , Year Built: 1969, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,977 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 3,827 (year 2032), Design Load: HS 20, Features Intersected: ABANDONED MONTOUR R/R, Facility Carried by Structure: SR 1015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.140, Lanes on structure: 2, 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: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $200,000, Total Project Cost: $349,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 34818, Location: PETERS TOWNSHIP (Lat: 40.286367, Lng: -80.045358), Route carried "on" structure: State highway , Year Built: 1969, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,977 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 3,827 (year 2032), Design Load: HS 20, Features Intersected: ABANDONED MONTOUR R/R, Facility Carried by Structure: SR 1015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.140, Lanes on structure: 2, 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: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $200,000, Total Project Cost: $349,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 44994, Location: Baptist Road over RR (Lat: 40.349569, Lng: -80.016814), Route carried "on" structure: State highway , Year Built: 2008, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 13,320 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 13,905 (year 2032), Design Load: HS 20, Features Intersected: W & LE Railroad, Facility Carried by Structure: Baptist Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.961, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44994, Location: Baptist Road over RR (Lat: 40.349569, Lng: -80.016814), Route carried "on" structure: State highway , Year Built: 2008, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 13,320 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 13,905 (year 2032), Design Load: HS 20, Features Intersected: W & LE Railroad, Facility Carried by Structure: Baptist Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.961, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 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: 49121, Location: 217 FT W of SR0088 (Lat: 40.301075, Lng: -80.031317), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2039), Design Load: HS 20, Features Intersected: Alsip Run, Facility Carried by Structure: Beagle Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 49121, Location: 217 FT W of SR0088 (Lat: 40.301075, Lng: -80.031317), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2039), Design Load: HS 20, Features Intersected: Alsip Run, Facility Carried by Structure: Beagle Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 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: 54292, Location: 50' South of SR 3004 (Lat: 40.288333, Lng: -80.181667), Route carried "on" structure: State highway 88, Year Built: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12,578 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 15,500 (year 2032), Design Load: HL 93, Features Intersected: Piney Fork Creek, Facility Carried by Structure: Library Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 55.1 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: 34.7 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 54292, Location: 50' South of SR 3004 (Lat: 40.288333, Lng: -80.181667), Route carried "on" structure: State highway 88, Year Built: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12,578 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 15,500 (year 2032), Design Load: HL 93, Features Intersected: Piney Fork Creek, Facility Carried by Structure: Library Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 55.1 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: 34.7 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 54293, Location: 200' North of SR 3004 (Lat: 40.291667, Lng: -80.033333), Route carried "on" structure: State highway 88, Year Built: 2021, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,862 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,872 (year 2032), Design Load: HL 93, Features Intersected: Br. Piney Fork Creek, Facility Carried by Structure: Library Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 45.4 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 54293, Location: 200' North of SR 3004 (Lat: 40.291667, Lng: -80.033333), Route carried "on" structure: State highway 88, Year Built: 2021, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,862 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,872 (year 2032), Design Load: HL 93, Features Intersected: Br. Piney Fork Creek, Facility Carried by Structure: Library Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 45.4 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021