Bridge Statistics for Edgewood, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 2037600640513,  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: 89,558 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 105,000 (year 2021),  Design Load: H 15,  Features Intersected: BRADDOCK AVE,  Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.554,  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: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Other Special Inspection Date: August 2007,  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

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Structure Number: 2205100900854,  Location: BRINTON RD.OVER PARKWAY (Lat: 40.429417,  Lng: -79.875094),  Route carried "on" structure: State highway ,  Year Built: 1950,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 7,063 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,500 (year 2025),  Design Load: H 15,  Features Intersected: PARKWAY EAST,  Facility Carried by Structure: BRINTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.388,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.4m (171.9ft),  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: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  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: 22091001,  Location: 3/4 MI. WEST OF SR 2051 (Lat: 40.428333,  Lng: -79.883333),  Route carried "on" structure: State highway ,  Year Built: 1951,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 435 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 3 (year 2020),  Design Load: H 15,  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: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  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: 22093001,  Location: EDGEWOOD AVE.O/PARKWAY (Lat: 40.428333,  Lng: -79.883333),  Route carried "on" structure: State highway ,  Year Built: 1951,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 6,696 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,000 (year 2020),  Design Load: H 15,  Features Intersected: PARKWAY EAST,  Facility Carried by Structure: EDGEWOOD AV
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: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22095001,  Location: CHESTNUT O/PARKWAY EAST (Lat: 40.428333,  Lng: -79.883333),  Route carried "on" structure: State highway ,  Year Built: 1950,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 356 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 400 (year 2021),  Design Load: H 15,  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: 1,  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: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: August 2007,  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: Monolithic Concrete

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Structure Number: 2801000201507,  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: 49 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,200 (year 2026),  Design Load: H 15,  Features Intersected: BRADDOCK AVE.,  Facility Carried by Structure: RAMP B RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 12.9m (42.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: August 2007,  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: Monolithic Concrete

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Structure Number: 280100540052,  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,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 7,206 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,000 (year 2020),  Design Load: H 15,  Features Intersected: BRADDOCK AVENUE,  Facility Carried by Structure: LR 763 RAMP E,4+35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  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: 58.1 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2037600640513,  Location: PARKWAY EAST-BRADDOCK AVE (Lat: 40.428333,  Lng: -79.966667),  Route carried "under" structure: City street ,  Year Built: 1951,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 10,000 (year 2005),  Truck Traffic: 4%,  Features Intersected: BRADDOCK AVE,  Facility Carried by Structure: PARKWAY EAST
Minimum Vertical Clearance: 4.83m (15.85ft),  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: 2205100900854,  Location: BRINTON RD.OVER PARKWAY (Lat: 40.429417,  Lng: -79.875094),  Route carried "under" structure: Interstate 376,  Year Built: 1950,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 44,407 (year 2008),  Truck Traffic: 7%,  Features Intersected: PARKWAY EAST,  Facility Carried by Structure: BRINTON RD
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 11.201,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 2205100900854,  Location: BRINTON RD.OVER PARKWAY (Lat: 40.429417,  Lng: -79.875094),  Route carried "under" structure: Interstate 376,  Year Built: 1950,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 45,151 (year 2008),  Truck Traffic: 7%,  Features Intersected: PARKWAY EAST,  Facility Carried by Structure: BRINTON RD
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 1.122,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 22091001,  Location: 3/4 MI. WEST OF SR 2051 (Lat: 40.428333,  Lng: -79.883333),  Route carried "under" structure: Interstate 376,  Year Built: 1951,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 44,407 (year 2008),  Truck Traffic: 7%,  Features Intersected: PARKWAY EAST,  Facility Carried by Structure: LAUREL ST
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 11.201,  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: 22091001,  Location: 3/4 MI. WEST OF SR 2051 (Lat: 40.428333,  Lng: -79.883333),  Route carried "under" structure: Interstate 376,  Year Built: 1951,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 45,151 (year 2008),  Truck Traffic: 7%,  Features Intersected: PARKWAY EAST,  Facility Carried by Structure: LAUREL ST
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 1.122,  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: 22093001,  Location: EDGEWOOD AVE.O/PARKWAY (Lat: 40.428333,  Lng: -79.883333),  Route carried "under" structure: Interstate 376,  Year Built: 1951,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 44,407 (year 2008),  Truck Traffic: 7%,  Features Intersected: PARKWAY EAST,  Facility Carried by Structure: EDGEWOOD AV
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 11.201,  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: 22093001,  Location: EDGEWOOD AVE.O/PARKWAY (Lat: 40.428333,  Lng: -79.883333),  Route carried "under" structure: Interstate 376,  Year Built: 1951,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 45,151 (year 2008),  Truck Traffic: 7%,  Features Intersected: PARKWAY EAST,  Facility Carried by Structure: EDGEWOOD AV
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 1.122,  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: 22095001,  Location: CHESTNUT O/PARKWAY EAST (Lat: 40.428333,  Lng: -79.883333),  Route carried "under" structure: Interstate 376,  Year Built: 1950,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 44,407 (year 2008),  Truck Traffic: 7%,  Features Intersected: LR 763,906+78,  Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.201,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 22095001,  Location: CHESTNUT O/PARKWAY EAST (Lat: 40.428333,  Lng: -79.883333),  Route carried "under" structure: Interstate 376,  Year Built: 1950,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 45,151 (year 2008),  Truck Traffic: 7%,  Features Intersected: LR 763,906+78,  Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.122,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 2801000201507,  Location: RP.B OVER BRADDOCK AVE. (Lat: 40.428333,  Lng: -79.966667),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 9,000 (year 1997),  Truck Traffic: 1%,  Features Intersected: BRADDOCK AVE.,  Facility Carried by Structure: RAMP B RD
Minimum Vertical Clearance: 4.93m (16.17ft),  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: 280100540052,  Location: RAMP E OVER BRADDOCK AVE (Lat: 40.428333,  Lng: -79.966667),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 9,000 (year 1997),  Truck Traffic: 1%,  Features Intersected: BRADDOCK AVENUE,  Facility Carried by Structure: LR 763 RAMP E,4+35
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)