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Bridge Statistics for Greensburg, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Greensburg, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 32 meters (105ft) Total costs: $5,757,000 Total average daily traffic: 99,985 Total average daily truck traffic: 5,592 National Bridge Inventory (NBI) Registered Bridges for Greensburg
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 64006600100544, Location: CITY OF GREENSBURG (Lat: 40.304944, Lng: -79.545325), Route carried "on" structure: Business State highway 66B, Year Built: 1989, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 11,892 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 20,643 (year 2008), Design Load: H 15, Features Intersected: NATIONAL RR PASS. CORP., Facility Carried by Structure: SR 0066 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $205,000, Total Project Cost: $940,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 64013003320195, Location: CITY OF GREENSBURG (Lat: 40.303361, Lng: -79.538650), Route carried "on" structure: State highway 130, Year Built: 1959, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 21,934 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 31,277 (year 2013), Design Load: H 15, Features Intersected: JACKS RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.318, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $16,000, Total Project Cost: $72,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 64013603700505, Location: CITY OF GREENSBURG (Lat: 40.296583, Lng: -79.558219), Route carried "on" structure: State highway 136, Year Built: 1959, Status: Posted for load, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 11,716 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 11,620 (year 2008), Design Load: H 15, Features Intersected: SR 0030 & ZELLERS RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.807, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2007, Other Special Inspection Date: May 2003, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $200,000, Total Project Cost: $549,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 64730200000008, Location: 200 BLOCK MAPLE AVENUE (Lat: 40.303333, Lng: -79.543333), Route carried "on" structure: City street M00L, Year Built: 2004, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,000 (year 2002), Truck Traffic: 5%, Design Load: H 15, Features Intersected: NORFOLK SOUTHERN M.L., Facility Carried by Structure: MAPLE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Railroad, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $-1,000, Roadway Improvement Cost: $-1,000, Total Project Cost: $-1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 64730290026001, Location: BREWERY ST. -GREENSBURG (Lat: 40.300000, Lng: -79.540000), Route carried "on" structure: City street BRWY, Year Built: 1960, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 50 (year 1994), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2014), Design Load: H 15, Features Intersected: JACKS CREEK, Facility Carried by Structure: BREWERY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $172,000, Total Project Cost: $791,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 64730290056001, Location: EUCLID AVE. - GREENSBURG (Lat: 40.296667, Lng: -79.543333), Route carried "on" structure: City street CLD, Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,000 (year 1994), Truck Traffic: 3%, Average Future Daily Traffic: 2,860 , Design Load: H 15, Features Intersected: JACKS RUN, Facility Carried by Structure: EUCLID AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $134,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 64730290126001, Location: LAIRD STREET - GREENSBURG (Lat: 40.301389, Lng: -79.540000), Route carried "on" structure: City street OLRD, Year Built: 1915, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,000 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 4,200 (year 2014), Design Load: H 15, Features Intersected: JACKS CREEK, Facility Carried by Structure: LAIRD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $166,000, Total Project Cost: $764,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 64730290136001, Location: MT PLEASANT ST GREENSBURG (Lat: 40.295000, Lng: -79.543333), Route carried "on" structure: City street MT0L, Year Built: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 5,600 (year 2012), Design Load: H 15, Features Intersected: JACKS CREEK, Facility Carried by Structure: MT PLEASANT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 64730290166322, Location: NO. PA. AVE GREENSBURG (Lat: 40.305000, Lng: -79.546667), Route carried "on" structure: City street V, Year Built: 1985, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,000 (year 1993), Average Future Daily Traffic: 3,000 , Design Load: H 15, Features Intersected: CONRAIL R/R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $481,000, Total Project Cost: $2,204,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 64730291016001, Location: ALLEY NO. 1 - GREENSBURG (Lat: 40.303333, Lng: -79.538333), Route carried "on" structure: City street 1, Year Built: 1915, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 600 , Design Load: H 15, Features Intersected: JACKS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $26,000, Total Project Cost: $119,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 64730291026001, Location: ALLEY NO. 2 - GREENSBURG (Lat: 40.303333, Lng: -79.538333), Route carried "on" structure: City street 2, Year Built: 1915, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 1992), Truck Traffic: 3%, Average Future Daily Traffic: 320 , Design Load: H 15, Features Intersected: JACKS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.7m (15.4ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $40,000, Total Project Cost: $184,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 64013603700505, Location: CITY OF GREENSBURG (Lat: 40.296583, Lng: -79.558219), Route carried "under" structure: US 30, Year Built: 1959, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 19,104 (year 2008), Truck Traffic: 5%, Features Intersected: SR 0030 & ZELLERS RUN, Facility Carried by Structure: SR 0136 Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 21.428, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 64013603700505, Location: CITY OF GREENSBURG (Lat: 40.296583, Lng: -79.558219), Route carried "under" structure: US 30, Year Built: 1959, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 19,089 (year 2008), Truck Traffic: 4%, Features Intersected: SR 0030 & ZELLERS RUN, Facility Carried by Structure: SR 0136 Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 2.134, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Discuss this city on our hugely popular Pennsylvania forum Back to: Greensburg, PA, Pennsylvania, All US cities.
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