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

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Structure Number: 64003003000454,  Location: SOUTHWEST GREENSBURG BORO (Lat: 40.286222,  Lng: -79.547850),  Route carried "on" structure: US 30,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 28.22m (92.59ft),  Average Daily Traffic: 38,193 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 56,997 (year 2013),  Design Load: H 15,  Features Intersected: 0119, R/R, JACKS RN, ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.128,  Lanes on structure: 4,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 13,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.65m (94.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $315,000,  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: 6401300342202,  Location: HEMPFIELD TOWNSHIP (Lat: 40.296667,  Lng: -79.521667),  Route carried "on" structure: State highway 130,  Year Built: 1959,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 8,926 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,569 (year 2008),  Design Load: H 15,  Features Intersected: SR 0030
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.510,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  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: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $515,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 64310300601985,  Location: HEMPFIELD & SW GREENSBURG (Lat: 40.293056,  Lng: -79.555922),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 3,155 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,066 (year 2012),  Design Load: H 15,  Features Intersected: SR 0030 & ZELLERS RUN,  Facility Carried by Structure: SR 3103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 10.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $423,000,  Total Project Cost: $1,941,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 64003003000454,  Location: SOUTHWEST GREENSBURG BORO (Lat: 40.286222,  Lng: -79.547850),  Route carried "under" structure: US 119,  Year Built: 1959,  Structure Length: 28.22m (92.59ft),  Average Daily Traffic: 5,422 (year 2008),  Truck Traffic: 5%,  Features Intersected: 0119, R/R, JACKS RN, ST.,  Facility Carried by Structure: SR 0030
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 21.021,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 64003003000454,  Location: SOUTHWEST GREENSBURG BORO (Lat: 40.286222,  Lng: -79.547850),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 28.22m (92.59ft),  Average Daily Traffic: 100 (year 2005),  Truck Traffic: 5%,  Features Intersected: 0119, R/R, JACKS RN, ST.,  Facility Carried by Structure: SR 0030
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 64003003000454,  Location: SOUTHWEST GREENSBURG BORO (Lat: 40.286222,  Lng: -79.547850),  Route carried "under" structure: US 119,  Year Built: 1959,  Structure Length: 28.22m (92.59ft),  Average Daily Traffic: 5,422 (year 2008),  Truck Traffic: 5%,  Features Intersected: 0119, R/R, JACKS RN, ST.,  Facility Carried by Structure: SR 0030
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 21.005,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 6401300342202,  Location: HEMPFIELD TOWNSHIP (Lat: 40.296667,  Lng: -79.521667),  Route carried "under" structure: US 30,  Year Built: 1959,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 19,419 (year 2007),  Truck Traffic: 3%,  Features Intersected: SR 0030
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 26.282,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 6401300342202,  Location: HEMPFIELD TOWNSHIP (Lat: 40.296667,  Lng: -79.521667),  Route carried "under" structure: US 30,  Year Built: 1959,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 18,988 (year 2007),  Truck Traffic: 4%,  Features Intersected: SR 0030
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.624,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 64310300601985,  Location: HEMPFIELD & SW GREENSBURG (Lat: 40.293056,  Lng: -79.555922),  Route carried "under" structure: US 30,  Year Built: 1959,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 19,104 (year 2008),  Truck Traffic: 5%,  Features Intersected: SR 0030 & ZELLERS RUN,  Facility Carried by Structure: SR 3103
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 22.244,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 64310300601985,  Location: HEMPFIELD & SW GREENSBURG (Lat: 40.293056,  Lng: -79.555922),  Route carried "under" structure: US 30,  Year Built: 1959,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 19,089 (year 2008),  Truck Traffic: 4%,  Features Intersected: SR 0030 & ZELLERS RUN,  Facility Carried by Structure: SR 3103
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 22.241,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)