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

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Structure Number: 2083703100102,  Location: KENNYWOOD PARK BRIDGE (Lat: 40.384278,  Lng: -79.860617),  Route carried "on" structure: State highway 837,  Year Built: 1951,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 17.65m (57.91ft),  Average Daily Traffic: 18,651 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,000 (year 2022),  Design Load: H 15,  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: 45.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.35m (60.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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

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Structure Number: 2083703101382,  Location: KENNYWOOD PED.UNDERPASS (Lat: 40.385972,  Lng: -79.864603),  Route carried "on" structure: State highway 837,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 18,651 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,100 (year 2024),  Design Load: H 15,  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: DUQUESNE BL
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: 20.4m (66.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007

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Structure Number: 2088501500988,  Location: 2000'N.OF AIRPORT RUNWAY (Lat: 40.358333,  Lng: -79.935000),  Route carried "on" structure: State highway 885,  Year Built: 1931,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 18,579 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,000 (year 2027),  Design Load: H 15,  Features Intersected: UNION RR,  Facility Carried by Structure: LEBANON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.362,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Superstructure: Serious,  Substructure: Serious,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $662,000

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Structure Number: 220460060078,  Location: AT INTER./PROSPECT RD. (Lat: 40.356833,  Lng: -79.955772),  Route carried "on" structure: State highway ,  Year Built: 1901,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 13,766 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,000 (year 2026),  Design Load: H 15,  Features Intersected: STREETS RUN,  Facility Carried by Structure: STREETS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.162,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $84,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2205200202839,  Location: OVER THOMPSON RUN (Lat: 40.366583,  Lng: -79.890717),  Route carried "on" structure: State highway ,  Year Built: 1951,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 10,520 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,000 (year 2024),  Design Load: H 15,  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: Fair,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  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: 221160020126,  Location: 1 MI.EAST OF SR 2045 (Lat: 40.359944,  Lng: -79.881464),  Route carried "on" structure: State highway ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 4,081 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,457 (year 2018),  Design Load: H 15,  Features Intersected: UNION RR,  Facility Carried by Structure: BETTIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.133,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Very good,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  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: Bituminous

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Structure Number: 2747342312694,  Location: PR04 PINE RUN NO. 4 (Lat: 40.328333,  Lng: -79.918333),  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: H 15,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2747351492258,  Location: HV0805 HOMEVILLE CRK #8 (Lat: 40.395000,  Lng: -79.891667),  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: H 15,  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: Fair,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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: 2747351492935,  Location: TS05 HOMEVILLE RD VIADT (Lat: 40.373167,  Lng: -79.873472),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 1982,  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: H 15,  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,  Base Highway Network: Yes,  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: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: August 2007,  Critical Feature Inspection Date: August 2007,  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: 2747351492935,  Location: TS05 HOMEVILLE RD VIADT (Lat: 40.373167,  Lng: -79.873472),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 23.74m (77.89ft),  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)

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Structure Number: 2747351492935,  Location: TS05 HOMEVILLE RD VIADT (Lat: 40.373167,  Lng: -79.873472),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 23.74m (77.89ft),  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)