Bridge Statistics for West Mifflin, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 171ft / 52.4mTotal length
- $7,174,000Total costs
- 84,534Total average daily traffic
- 4,869Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Mifflin
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 51950-1959
- 21980-1989
- 11990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 37.5%Very good
- 25.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 37.5%Very good
- 25.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 25.0%Very good
- 37.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 12.5%Excellent
- 37.5%Very good
- 50.0%Satisfactory
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Structure Number: 1278, Location: KENNYWOOD PARK (Lat: 40.384617, Lng: -79.861592), Route carried "on" structure: State highway 837, Year Built: 1951, Year Reconstructed: 1977, Status: Open, Structure Length: 17.65m (57.91ft), Average Daily Traffic: 15,837 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 23,219 (year 2032), Design Load: HS 20, Features Intersected: ABANDONED UNION RR YARD, Facility Carried by Structure: KENNYWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.887, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.5m (159.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Excellent, Operating Rating: 60.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.30m (60.04ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $1,215,000, Total Project Cost: $5,570,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1278, Location: KENNYWOOD PARK (Lat: 40.384617, Lng: -79.861592), Route carried "on" structure: State highway 837, Year Built: 1951, Year Reconstructed: 1977, Status: Open, Structure Length: 17.65m (57.91ft), Average Daily Traffic: 15,837 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 23,219 (year 2032), Design Load: HS 20, Features Intersected: ABANDONED UNION RR YARD, Facility Carried by Structure: KENNYWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.887, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.5m (159.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Excellent, Operating Rating: 60.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.30m (60.04ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $1,215,000, Total Project Cost: $5,570,000, 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: 1582, Location: OVER THOMPSON RUN (Lat: 40.366711, Lng: -79.890394), Route carried "on" structure: State highway , Year Built: 1951, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,906 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,255 (year 2032), Design Load: HS 20, Features Intersected: THOMPSON RUN, Facility Carried by Structure: THOMPSON RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.829, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1582, Location: OVER THOMPSON RUN (Lat: 40.366711, Lng: -79.890394), Route carried "on" structure: State highway , Year Built: 1951, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,906 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,255 (year 2032), Design Load: HS 20, Features Intersected: THOMPSON RUN, Facility Carried by Structure: THOMPSON RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.829, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 167, Location: 1 MI.EAST OF SR 2045 (Lat: 40.359936, Lng: -79.881214), Route carried "on" structure: State highway , Year Built: 1920, Year Reconstructed: 2010, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,159 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 4,680 (year 2032), Design Load: HS 20, Features Intersected: UNION RR, Facility Carried by Structure: BETTIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.139, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $211,000, Total Project Cost: $967,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 167, Location: 1 MI.EAST OF SR 2045 (Lat: 40.359936, Lng: -79.881214), Route carried "on" structure: State highway , Year Built: 1920, Year Reconstructed: 2010, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,159 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 4,680 (year 2032), Design Load: HS 20, Features Intersected: UNION RR, Facility Carried by Structure: BETTIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.139, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $211,000, Total Project Cost: $967,000, 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: 271, Location: PR04 PINE RUN NO. 4 (Lat: 40.330989, Lng: -79.917642), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,148 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 9,800 (year 2025), Design Load: HS 20, Features Intersected: PINE RUN, Facility Carried by Structure: NEW ENGLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Equal to present desirable 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: October 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 271, Location: PR04 PINE RUN NO. 4 (Lat: 40.330989, Lng: -79.917642), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,148 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 9,800 (year 2025), Design Load: HS 20, Features Intersected: PINE RUN, Facility Carried by Structure: NEW ENGLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Equal to present desirable 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: October 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2714, Location: TS05 HOMEVILLE RD VIADT (Lat: 40.372150, Lng: -79.873333), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 2016, Status: Open, Structure Length: 23.74m (77.89ft), Average Daily Traffic: 12,897 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 14,200 (year 2022), Design Load: HL 93, Features Intersected: UNION RR,GRANT,THMPS RUN, Facility Carried by Structure: HOMEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 65.5m (214.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 60.9 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: 38.2 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.70m (77.76ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $131,000, Total Project Cost: $599,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2714, Location: TS05 HOMEVILLE RD VIADT (Lat: 40.372150, Lng: -79.873333), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 2016, Status: Open, Structure Length: 23.74m (77.89ft), Average Daily Traffic: 12,897 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 14,200 (year 2022), Design Load: HL 93, Features Intersected: UNION RR,GRANT,THMPS RUN, Facility Carried by Structure: HOMEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 65.5m (214.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 60.9 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: 38.2 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.70m (77.76ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $131,000, Total Project Cost: $599,000, 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: 40365, Location: HV0805 HOMEVILLE CRK #8 (Lat: 40.394903, Lng: -79.891792), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,860 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 6,450 (year 2026), Design Load: HS 25 or greater, Features Intersected: BR HOMESTEAD RUN, Facility Carried by Structure: GREENSPRING AVE
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40365, Location: HV0805 HOMEVILLE CRK #8 (Lat: 40.394903, Lng: -79.891792), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,860 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 6,450 (year 2026), Design Load: HS 25 or greater, Features Intersected: BR HOMESTEAD RUN, Facility Carried by Structure: GREENSPRING AVE
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46286, Location: AT INTER. PROSPECT RD (Lat: 40.356872, Lng: -79.955819), Route carried "on" structure: State highway , Year Built: 2010, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 14,206 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 17,692 (year 2032), Design Load: HS 20, Features Intersected: STREETS RUN, Facility Carried by Structure: STREETS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 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: 46286, Location: AT INTER. PROSPECT RD (Lat: 40.356872, Lng: -79.955819), Route carried "on" structure: State highway , Year Built: 2010, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 14,206 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 17,692 (year 2032), Design Load: HS 20, Features Intersected: STREETS RUN, Facility Carried by Structure: STREETS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 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: 48956, Location: At Int. Lwr Bull Run Rd (Lat: 40.369336, Lng: -79.875547), Route carried "on" structure: City street 7437, Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 750 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 850 (year 2037), Design Load: HS 20, Features Intersected: Thompson Run, Facility Carried by Structure: Grant Ave Ext
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 48956, Location: At Int. Lwr Bull Run Rd (Lat: 40.369336, Lng: -79.875547), Route carried "on" structure: City street 7437, Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 750 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 850 (year 2037), Design Load: HS 20, Features Intersected: Thompson Run, Facility Carried by Structure: Grant Ave Ext
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 48991, Location: 2000' N. OF AIRPORT RUNWA (Lat: 40.358567, Lng: -79.934419), Route carried "on" structure: State highway 885, Year Built: 2014, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 17,621 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 19,325 (year 2032), Design Load: HL 93, Features Intersected: Union RR, Facility Carried by Structure: Lebanon Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.368, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 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: 41.8 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, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48991, Location: 2000' N. OF AIRPORT RUNWA (Lat: 40.358567, Lng: -79.934419), Route carried "on" structure: State highway 885, Year Built: 2014, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 17,621 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 19,325 (year 2032), Design Load: HL 93, Features Intersected: Union RR, Facility Carried by Structure: Lebanon Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.368, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 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: 41.8 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, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 2714, Location: TS05 HOMEVILLE RD VIADT (Lat: 40.372150, Lng: -79.873333), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 50 (year 2005), Truck Traffic: 6%, Features Intersected: UNION RR,GRANT,THMPS RUN, Facility Carried by Structure: HOMEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 65.5m (214.9ft)
Structure Number: 2714, Location: TS05 HOMEVILLE RD VIADT (Lat: 40.372150, Lng: -79.873333), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 50 (year 2005), Truck Traffic: 6%, Features Intersected: UNION RR,GRANT,THMPS RUN, Facility Carried by Structure: HOMEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 65.5m (214.9ft)
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Structure Number: 2714, Location: TS05 HOMEVILLE RD VIADT (Lat: 40.372150, Lng: -79.873333), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 100 (year 2005), Truck Traffic: 6%, Features Intersected: UNION RR,GRANT,THMPS RUN, Facility Carried by Structure: HOMEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 65.5m (214.9ft)
Structure Number: 2714, Location: TS05 HOMEVILLE RD VIADT (Lat: 40.372150, Lng: -79.873333), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 100 (year 2005), Truck Traffic: 6%, Features Intersected: UNION RR,GRANT,THMPS RUN, Facility Carried by Structure: HOMEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 65.5m (214.9ft)