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Bridge Statistics for Washington, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Washington, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 26 Total length: 249 meters (817ft) Total costs: $14,357,000 Total average daily traffic: 156,787 Total average daily truck traffic: 16,036 National Bridge Inventory (NBI) Registered Bridges for Washington
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 620018041, Location: CITY OF WASHINGTON (Lat: 40.194722, Lng: -80.267603), Route carried "on" structure: State highway 18, Year Built: 1925, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 12,945 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 16,642 (year 2013), Design Load: H 15, Features Intersected: ABANDONED RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.620, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Serious, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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 corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2007, Other Special Inspection Date: November 2005, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $175,000, Total Project Cost: $804,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 62004003400736, Location: CITY OF WASHINGTON (Lat: 40.171194, Lng: -80.255119), Route carried "on" structure: US 40, Year Built: 1943, Year Reconstructed: 1979, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 14,402 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 25,000 (year 2013), Design Load: H 15, Features Intersected: CATFISH RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.721, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 5.4m (17.7ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 metric tons, Inventory Rating: 45.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6200700164, Location: CITY OF WASHINGTON (Lat: 40.180639, Lng: -80.264619), Route carried "on" structure: Interstate 70, Year Built: 1993, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 15,897 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 60,697 (year 2008), Design Load: H 15, Features Intersected: SR 0018 & CITY STREETS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.475, Lanes on structure: 2, Lanes under structure: 28, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 28.7m (94.2ft), 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: 11.4m (37.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than 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: 26.40m (86.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $891,000, Total Project Cost: $4,082,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 62007001642025, Location: CITY OF WASHINGTON (Lat: 40.183722, Lng: -80.258647), Route carried "on" structure: Interstate 70, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 21,935 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 44,400 , Design Load: H 15, Features Intersected: DONNAN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.475, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, 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: $113,000, Roadway Improvement Cost: $333,000, Total Project Cost: $1,526,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6200700165, Location: CITY OF WASHINGTON (Lat: 40.181083, Lng: -80.264514), Route carried "on" structure: Interstate 70, Year Built: 1993, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 15,112 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 60,697 (year 2008), Design Load: H 15, Features Intersected: SR 0018 & CITY STREETS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.445, Lanes on structure: 3, Lanes under structure: 28, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.40m (86.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $945,000, Total Project Cost: $4,331,000, 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: 62007001652109, Location: CITY OF WASHINGTON (Lat: 40.183972, Lng: -80.258658), Route carried "on" structure: Interstate 70, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 21,154 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 60,697 (year 2008), Design Load: H 15, Features Intersected: DONNAN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.445, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, 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: $72,000, Roadway Improvement Cost: $211,000, Total Project Cost: $969,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 624032001, Location: CITY OF WASHINGTON (Lat: 40.181667, Lng: -80.265000), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 4,767 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 420 (year 2011), Design Load: H 15, Features Intersected: SR 8014, Facility Carried by Structure: ALLISON AVE. 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: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), 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 Find on map >>
Structure Number: 62730203904063, Location: 250' SOUTH OF SR 4022 (Lat: 40.168333, Lng: -80.278333), Route carried "on" structure: City street T390, Year Built: 1939, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 300 (year 1993), Truck Traffic: 3%, Average Future Daily Traffic: 300 (year 1990), Design Load: H 15, Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: WEIRICH BR (T-390) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $66,000, Total Project Cost: $302,000, Deck Structure Type: Open Grating Find on map >>
Structure Number: 62730205054064, Location: 400' WEST OF SR 3013 (Lat: 40.150750, Lng: -80.269639), Route carried "on" structure: City street T505, Year Built: 1947, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 500 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 800 (year 1990), Design Load: H 15, Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: GABBY BR (T-505) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.3m (17.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $116,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 62730290194061, Location: 400' SOUTH OF SR 40 (Lat: 40.166333, Lng: -80.238806), Route carried "on" structure: City street W0D, Year Built: 1945, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 1990), Truck Traffic: 2%, Average Future Daily Traffic: 350 (year 1990), Design Load: H 15, Features Intersected: CATFISH CREEK, Facility Carried by Structure: S. WADE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $62,000, Total Project Cost: $285,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 62730290234058, Location: 300' WEST OF SR 40 (Lat: 40.168306, Lng: -80.251667), Route carried "on" structure: City street WWHE, Year Built: 1919, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 200 (year 1993), Average Future Daily Traffic: 400 (year 1990), Features Intersected: CATFISH RUN, Facility Carried by Structure: WEST WHEELING STR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 20.9 metric tons, Inventory Rating: 12.7 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $290,000, Total Project Cost: $1,328,000 Find on map >>
Structure Number: 62730290234059, Location: 500' WEST OF SR 40 (Lat: 40.166806, Lng: -80.250917), Route carried "on" structure: City street WMD0, Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,500 (year 1993), Truck Traffic: 4%, Average Future Daily Traffic: 2,500 (year 1993), Design Load: H 15, Features Intersected: CATFISH RUN, Facility Carried by Structure: WEST MAIDEN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $233,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6280140500024, Location: CITY OF WASHINGTON (Lat: 40.183806, Lng: -80.261156), Route carried "on" structure: Ramp State highway , Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,566 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 1,367 (year 2008), Design Load: H 15, Features Intersected: EAST WYLIE AVENUE, Facility Carried by Structure: SR 8014 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 57.2 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $200,000, Total Project Cost: $381,000, 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: 6200700164, Location: CITY OF WASHINGTON (Lat: 40.180639, Lng: -80.264619), Route carried "under" structure: State highway 18, Year Built: 1993, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 20,228 (year 2008), Truck Traffic: 6%, Features Intersected: SR 0018 & CITY STREETS, Facility Carried by Structure: SR 0070 Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 27.351, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 6200700164, Location: CITY OF WASHINGTON (Lat: 40.180639, Lng: -80.264619), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 100 (year 2003), Truck Traffic: 1%, Features Intersected: SR 0018 & CITY STREETS, Facility Carried by Structure: SR 0070 Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 6200700164, Location: CITY OF WASHINGTON (Lat: 40.180639, Lng: -80.264619), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 100 (year 2003), Truck Traffic: 1%, Features Intersected: SR 0018 & CITY STREETS, Facility Carried by Structure: SR 0070 Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 6200700164, Location: CITY OF WASHINGTON (Lat: 40.180639, Lng: -80.264619), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 100 (year 2003), Truck Traffic: 1%, Features Intersected: SR 0018 & CITY STREETS, Facility Carried by Structure: SR 0070 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 62007001642025, Location: CITY OF WASHINGTON (Lat: 40.183722, Lng: -80.258647), Route carried "under" structure: City street DO00, Year Built: 1960, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 150 (year 2003), Truck Traffic: 7%, Features Intersected: DONNAN AVENUE, Facility Carried by Structure: SR 0070 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 6200700165, Location: CITY OF WASHINGTON (Lat: 40.181083, Lng: -80.264514), Route carried "under" structure: State highway 18, Year Built: 1993, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 20,228 (year 2008), Truck Traffic: 6%, Features Intersected: SR 0018 & CITY STREETS, Facility Carried by Structure: SR 0070 Minimum Vertical Clearance: 7.57m (24.84ft), Kilometerpoint: 27.351, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 6200700165, Location: CITY OF WASHINGTON (Lat: 40.181083, Lng: -80.264514), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 100 (year 2003), Truck Traffic: 1%, Features Intersected: SR 0018 & CITY STREETS, Facility Carried by Structure: SR 0070 Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 6200700165, Location: CITY OF WASHINGTON (Lat: 40.181083, Lng: -80.264514), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 100 (year 2003), Truck Traffic: 1%, Features Intersected: SR 0018 & CITY STREETS, Facility Carried by Structure: SR 0070 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 6200700165, Location: CITY OF WASHINGTON (Lat: 40.181083, Lng: -80.264514), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 100 (year 2003), Truck Traffic: 1%, Features Intersected: SR 0018 & CITY STREETS, Facility Carried by Structure: SR 0070 Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 62007001652109, Location: CITY OF WASHINGTON (Lat: 40.183972, Lng: -80.258658), Route carried "under" structure: City street DO00, Year Built: 1960, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 150 (year 2003), Truck Traffic: 7%, Features Intersected: DONNAN AVENUE, Facility Carried by Structure: SR 0070 Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 624032001, Location: CITY OF WASHINGTON (Lat: 40.181667, Lng: -80.265000), Route carried "under" structure: Ramp State highway , Year Built: 1960, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,475 (year 2008), Truck Traffic: 7%, Features Intersected: SR 8014, Facility Carried by Structure: ALLISON AVE. Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 624032001, Location: CITY OF WASHINGTON (Lat: 40.181667, Lng: -80.265000), Route carried "under" structure: Ramp State highway , Year Built: 1960, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 128 (year 2008), Truck Traffic: 7%, Features Intersected: SR 8014, Facility Carried by Structure: ALLISON AVE. Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 6280140500024, Location: CITY OF WASHINGTON (Lat: 40.183806, Lng: -80.261156), Route carried "under" structure: City street EWYL, Year Built: 1960, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2005), Truck Traffic: 5%, Features Intersected: EAST WYLIE AVENUE, Facility Carried by Structure: SR 8014 Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 16.8m (55.1ft) Discuss this city on our hugely popular Pennsylvania forum Back to: Washington, PA, Pennsylvania, All US cities.
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