Bridge Statistics for Edgewood, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 92ft / 28.1mTotal length
- $2,494,000Total costs
- 500,944Total average daily traffic
- 21,338Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Edgewood
- No street view available for this location
- Bridge Condition - Deck
- 14.3%Very good
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 14.3%Good
- 71.4%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 42.9%Good
- 57.1%Satisfactory
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Structure Number: 1171, Location: PARKWAY EAST-BRADDOCK AVE (Lat: 40.428333, Lng: -79.966667), Route carried "on" structure: Interstate 376, Year Built: 1951, Year Reconstructed: 2007, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 90,610 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 56,372 (year 2032), Design Load: HS 20, Features Intersected: BRADDOCK AVE, Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.959, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $125,000, Total Project Cost: $572,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1171, Location: PARKWAY EAST-BRADDOCK AVE (Lat: 40.428333, Lng: -79.966667), Route carried "on" structure: Interstate 376, Year Built: 1951, Year Reconstructed: 2007, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 90,610 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 56,372 (year 2032), Design Load: HS 20, Features Intersected: BRADDOCK AVE, Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.959, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $125,000, Total Project Cost: $572,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1173, Location: 3/4 MI. WEST OF SR 2051 (Lat: 40.429728, Lng: -79.884881), Route carried "on" structure: State highway , Year Built: 1951, Year Reconstructed: 2008, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 386 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 527 (year 2032), Design Load: HS 25 or greater, Features Intersected: PARKWAY EAST, Facility Carried by Structure: LAUREL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $89,000, Total Project Cost: $406,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1173, Location: 3/4 MI. WEST OF SR 2051 (Lat: 40.429728, Lng: -79.884881), Route carried "on" structure: State highway , Year Built: 1951, Year Reconstructed: 2008, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 386 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 527 (year 2032), Design Load: HS 25 or greater, Features Intersected: PARKWAY EAST, Facility Carried by Structure: LAUREL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $89,000, Total Project Cost: $406,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1176, Location: EDGEWOOD AVE.O/PARKWAY (Lat: 40.429872, Lng: -79.884389), Route carried "on" structure: State highway , Year Built: 1951, Year Reconstructed: 2008, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 6,195 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 9,497 (year 2032), Design Load: HS 25 or greater, Features Intersected: 376 EB WB, Facility Carried by Structure: EDGEWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1176, Location: EDGEWOOD AVE.O/PARKWAY (Lat: 40.429872, Lng: -79.884389), Route carried "on" structure: State highway , Year Built: 1951, Year Reconstructed: 2008, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 6,195 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 9,497 (year 2032), Design Load: HS 25 or greater, Features Intersected: 376 EB WB, Facility Carried by Structure: EDGEWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1177, Location: CHESTNUT O/PARKWAY EAST (Lat: 40.428333, Lng: -79.883333), Route carried "on" structure: State highway , Year Built: 1950, Year Reconstructed: 2008, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 203 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 394 (year 2032), Design Load: HS 20, Features Intersected: LR 763,906+78, Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $211,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1177, Location: CHESTNUT O/PARKWAY EAST (Lat: 40.428333, Lng: -79.883333), Route carried "on" structure: State highway , Year Built: 1950, Year Reconstructed: 2008, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 203 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 394 (year 2032), Design Load: HS 20, Features Intersected: LR 763,906+78, Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $211,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1581, Location: BRINTON RD.OVER 376 EB WB (Lat: 40.429700, Lng: -79.875294), Route carried "on" structure: State highway , Year Built: 1950, Year Reconstructed: 2008, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,739 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 8,884 (year 2032), Design Load: HS 20, Features Intersected: SR 0376 EB WB, Facility Carried by Structure: BRINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.388, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $242,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1581, Location: BRINTON RD.OVER 376 EB WB (Lat: 40.429700, Lng: -79.875294), Route carried "on" structure: State highway , Year Built: 1950, Year Reconstructed: 2008, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,739 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 8,884 (year 2032), Design Load: HS 20, Features Intersected: SR 0376 EB WB, Facility Carried by Structure: BRINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.388, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $242,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2762, Location: RP.B OVER BRADDOCK AVE. (Lat: 40.428333, Lng: -79.966667), Route carried "on" structure: Ramp State highway , Year Built: 1952, Year Reconstructed: 2007, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 2,441 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,140 (year 2032), Design Load: HS 20, Features Intersected: BRADDOCK AVE., Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), 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: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $197,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2762, Location: RP.B OVER BRADDOCK AVE. (Lat: 40.428333, Lng: -79.966667), Route carried "on" structure: Ramp State highway , Year Built: 1952, Year Reconstructed: 2007, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 2,441 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,140 (year 2032), Design Load: HS 20, Features Intersected: BRADDOCK AVE., Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), 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: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $197,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2766, Location: RAMP E OVER BRADDOCK AVE (Lat: 40.428333, Lng: -79.966667), Route carried "on" structure: Ramp State highway , Year Built: 1952, Year Reconstructed: 2007, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 4,930 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,778 (year 2032), Design Load: HS 20, Features Intersected: BRADDOCK AVENUE, Facility Carried by Structure: RAMP E 8010 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2766, Location: RAMP E OVER BRADDOCK AVE (Lat: 40.428333, Lng: -79.966667), Route carried "on" structure: Ramp State highway , Year Built: 1952, Year Reconstructed: 2007, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 4,930 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,778 (year 2032), Design Load: HS 20, Features Intersected: BRADDOCK AVENUE, Facility Carried by Structure: RAMP E 8010 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1171, Location: PARKWAY EAST-BRADDOCK AVE (Lat: 40.428333, Lng: -79.966667), Route carried "under" structure: City street , Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 4%, Features Intersected: BRADDOCK AVE, Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 1171, Location: PARKWAY EAST-BRADDOCK AVE (Lat: 40.428333, Lng: -79.966667), Route carried "under" structure: City street , Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 4%, Features Intersected: BRADDOCK AVE, Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 1173, Location: 3/4 MI. WEST OF SR 2051 (Lat: 40.429728, Lng: -79.884881), Route carried "under" structure: Interstate 376, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 47,343 (year 2022), Truck Traffic: 4%, Features Intersected: PARKWAY EAST, Facility Carried by Structure: LAUREL ST
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 43.959, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 1173, Location: 3/4 MI. WEST OF SR 2051 (Lat: 40.429728, Lng: -79.884881), Route carried "under" structure: Interstate 376, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 47,343 (year 2022), Truck Traffic: 4%, Features Intersected: PARKWAY EAST, Facility Carried by Structure: LAUREL ST
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 43.959, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 1173, Location: 3/4 MI. WEST OF SR 2051 (Lat: 40.429728, Lng: -79.884881), Route carried "under" structure: Interstate 376, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 43,267 (year 2022), Truck Traffic: 5%, Features Intersected: PARKWAY EAST, Facility Carried by Structure: LAUREL ST
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 43.901, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 1173, Location: 3/4 MI. WEST OF SR 2051 (Lat: 40.429728, Lng: -79.884881), Route carried "under" structure: Interstate 376, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 43,267 (year 2022), Truck Traffic: 5%, Features Intersected: PARKWAY EAST, Facility Carried by Structure: LAUREL ST
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 43.901, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 1176, Location: EDGEWOOD AVE.O/PARKWAY (Lat: 40.429872, Lng: -79.884389), Route carried "under" structure: Interstate 376, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 43,267 (year 2022), Truck Traffic: 5%, Features Intersected: 376 EB WB, Facility Carried by Structure: EDGEWOOD AVENUE
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 43.901, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 1176, Location: EDGEWOOD AVE.O/PARKWAY (Lat: 40.429872, Lng: -79.884389), Route carried "under" structure: Interstate 376, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 43,267 (year 2022), Truck Traffic: 5%, Features Intersected: 376 EB WB, Facility Carried by Structure: EDGEWOOD AVENUE
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 43.901, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 1176, Location: EDGEWOOD AVE.O/PARKWAY (Lat: 40.429872, Lng: -79.884389), Route carried "under" structure: Interstate 376, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 47,343 (year 2022), Truck Traffic: 4%, Features Intersected: 376 EB WB, Facility Carried by Structure: EDGEWOOD AVENUE
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 44.764, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 1176, Location: EDGEWOOD AVE.O/PARKWAY (Lat: 40.429872, Lng: -79.884389), Route carried "under" structure: Interstate 376, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 47,343 (year 2022), Truck Traffic: 4%, Features Intersected: 376 EB WB, Facility Carried by Structure: EDGEWOOD AVENUE
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 44.764, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 1177, Location: CHESTNUT O/PARKWAY EAST (Lat: 40.428333, Lng: -79.883333), Route carried "under" structure: Interstate 376, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 43,267 (year 2022), Truck Traffic: 5%, Features Intersected: LR 763,906+78, Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 44.757, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 1177, Location: CHESTNUT O/PARKWAY EAST (Lat: 40.428333, Lng: -79.883333), Route carried "under" structure: Interstate 376, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 43,267 (year 2022), Truck Traffic: 5%, Features Intersected: LR 763,906+78, Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 44.757, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 1177, Location: CHESTNUT O/PARKWAY EAST (Lat: 40.428333, Lng: -79.883333), Route carried "under" structure: Interstate 376, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 47,343 (year 2022), Truck Traffic: 4%, Features Intersected: LR 763,906+78, Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 44.764, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 1177, Location: CHESTNUT O/PARKWAY EAST (Lat: 40.428333, Lng: -79.883333), Route carried "under" structure: Interstate 376, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 47,343 (year 2022), Truck Traffic: 4%, Features Intersected: LR 763,906+78, Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 44.764, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 1581, Location: BRINTON RD.OVER 376 EB WB (Lat: 40.429700, Lng: -79.875294), Route carried "under" structure: Interstate 376, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 47,343 (year 2022), Truck Traffic: 4%, Features Intersected: SR 0376 EB WB, Facility Carried by Structure: BRINTON ROAD
Minimum Vertical Clearance: 11.40m (37.40ft), Kilometerpoint: 45.569, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 50.0m (164.0ft)
Structure Number: 1581, Location: BRINTON RD.OVER 376 EB WB (Lat: 40.429700, Lng: -79.875294), Route carried "under" structure: Interstate 376, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 47,343 (year 2022), Truck Traffic: 4%, Features Intersected: SR 0376 EB WB, Facility Carried by Structure: BRINTON ROAD
Minimum Vertical Clearance: 11.40m (37.40ft), Kilometerpoint: 45.569, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 50.0m (164.0ft)
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Structure Number: 1581, Location: BRINTON RD.OVER 376 EB WB (Lat: 40.429700, Lng: -79.875294), Route carried "under" structure: Interstate 376, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 43,267 (year 2022), Truck Traffic: 5%, Features Intersected: SR 0376 EB WB, Facility Carried by Structure: BRINTON ROAD
Minimum Vertical Clearance: 9.94m (32.61ft), Kilometerpoint: 45.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 50.0m (164.0ft)
Structure Number: 1581, Location: BRINTON RD.OVER 376 EB WB (Lat: 40.429700, Lng: -79.875294), Route carried "under" structure: Interstate 376, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 43,267 (year 2022), Truck Traffic: 5%, Features Intersected: SR 0376 EB WB, Facility Carried by Structure: BRINTON ROAD
Minimum Vertical Clearance: 9.94m (32.61ft), Kilometerpoint: 45.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 50.0m (164.0ft)
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Structure Number: 2762, Location: RP.B OVER BRADDOCK AVE. (Lat: 40.428333, Lng: -79.966667), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 1997), Truck Traffic: 1%, Features Intersected: BRADDOCK AVE., Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 2762, Location: RP.B OVER BRADDOCK AVE. (Lat: 40.428333, Lng: -79.966667), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 1997), Truck Traffic: 1%, Features Intersected: BRADDOCK AVE., Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 2766, Location: RAMP E OVER BRADDOCK AVE (Lat: 40.428333, Lng: -79.966667), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 1997), Truck Traffic: 1%, Features Intersected: BRADDOCK AVENUE, Facility Carried by Structure: RAMP E 8010 EB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 2766, Location: RAMP E OVER BRADDOCK AVE (Lat: 40.428333, Lng: -79.966667), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 1997), Truck Traffic: 1%, Features Intersected: BRADDOCK AVENUE, Facility Carried by Structure: RAMP E 8010 EB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)