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Bridge Statistics for Johnstown, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Johnstown, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 47 Total length: 870 meters (2,854ft) Total costs: $94,024,000 Total average daily traffic: 254,949 Total average daily truck traffic: 16,109 National Bridge Inventory (NBI) Registered Bridges for Johnstown
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 110056013, Location: 0.4 MILE WEST OF TR 403 S (Lat: 40.328694, Lng: -78.926378), Route carried "on" structure: State highway 56, Year Built: 1967, Year Reconstructed: 1992, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 16,604 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 22,599 (year 2019), Design Load: H 15, Features Intersected: STONY CREEK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.355, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Very good, Inventory Rating: 57.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 11.31m (37.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, 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: 110056014, Location: 318 FEET EAST OF SR 403 S (Lat: 40.322806, Lng: -78.923808), Route carried "on" structure: State highway 56, Year Built: 1967, Year Reconstructed: 2002, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 17,882 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 17,560 (year 2022), Design Load: H 15, Features Intersected: STONY CREEK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.046, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 14.66m (48.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $1,162,000, Total Project Cost: $5,327,000, 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: 110056015, Location: OVER TR 403 & TR 271 (Lat: 40.321111, Lng: -78.922886), Route carried "on" structure: State highway 56, Year Built: 1972, Year Reconstructed: 2002, Status: Open, Structure Length: 83.15m (272.80ft), Average Daily Traffic: 17,882 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 17,560 (year 2022), Design Load: H 15, Features Intersected: 403,271,3016,3055,8016,R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.268, Lanes on structure: 4, Lanes under structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Very good, 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: Meets minimum limits, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 103.94m (341.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $3,664,000, Roadway Improvement Cost: $10,792,000, Total Project Cost: $49,466,000, 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: 11005601800783, Location: OVER BECKLEY AVE. J-TOWN (Lat: 40.312389, Lng: -78.898350), Route carried "on" structure: State highway 56, Year Built: 1972, Year Reconstructed: 1994, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 19,639 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 28,886 (year 2019), Design Load: H 15, Features Intersected: BECKLEY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.580, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, 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: 0.2m (0.7ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Inventory Rating: 43.5 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, 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: 11005602, Location: OVER T-693 AT SR 8020 (Lat: 40.312972, Lng: -78.888439), Route carried "on" structure: State highway 56, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 19,203 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 28,886 (year 2019), Design Load: H 15, Features Intersected: WIDMAN STREET (T693) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.673, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), 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: 22.4m (73.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, 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: 110271025, Location: 1.5 MI N OF SR 3044 (Lat: 40.330167, Lng: -78.906633), Route carried "on" structure: State highway 271, Year Built: 2001, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 5,421 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 8,196 (year 2023), Design Load: H 15, Features Intersected: LITTLE CONEMAUGH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.180, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, 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: 11027102600791, Location: 0.7 MILE SOUTH OF SR 3029 (Lat: 40.337778, Lng: -78.895581), Route carried "on" structure: State highway 271, Year Built: 1958, Year Reconstructed: 1997, Status: Open, Structure Length: 28.47m (93.41ft), Average Daily Traffic: 5,421 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 7,618 (year 2018), Design Load: H 15, Features Intersected: L.CONEMA.RIV;NORFOLK STH Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 17.289, Lanes on structure: 2, Base Highway Network: Yes, Owner: Railroad, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 146.3m (480.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.60m (116.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $900,000, Roadway Improvement Cost: $2,651,000, Total Project Cost: $12,151,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 11040300901582, Location: 0.1 MILE NORTH OF TR 756 (Lat: 40.301333, Lng: -78.911119), Route carried "on" structure: State highway 403, Year Built: 1917, Year Reconstructed: 1973, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 14,689 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 9,706 (year 2019), Design Load: H 20, Features Intersected: STONY CREEK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.792, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Superstructure: Poor, Substructure: Poor, Channel: Fair, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2008, Underwater Inspection Date: April 2008, Other Special Inspection Date: April 2008, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $577,000, Total Project Cost: $2,644,000 Find on map >>
Structure Number: 11040301500131, Location: 0.2 MILE SOUTH OF TR 56 E (Lat: 40.322333, Lng: -78.921367), Route carried "on" structure: State highway 403, Year Built: 1924, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 10,885 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 35,276 (year 2019), Design Load: H 15, Features Intersected: STONYCREEK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.973, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Inventory Rating: 79.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.80m (28.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $627,000, Total Project Cost: $2,874,000 Find on map >>
Structure Number: 110403019, Location: 0.4 MILE NORTH OF TR 56 E (Lat: 40.349194, Lng: -78.940883), Route carried "on" structure: State highway 403, Year Built: 1923, Year Reconstructed: 2004, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 6,648 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 9,570 (year 2019), Design Load: H 15, Features Intersected: CONEMAUGH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.902, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Critical, Channel: Good, Operating Rating: 46.3 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: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 10.60m (34.78ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2008, Bridge Improvement Cost: $257,000, Roadway Improvement Cost: $757,000, Total Project Cost: $3,471,000, 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: 113022001, Location: JOHNSTOWN(INCLINE PLANE) (Lat: 40.326028, Lng: -78.926269), Route carried "on" structure: Spur State highway , Year Built: 1890, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,704 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 1,400 (year 2024), Design Load: H 15, Features Intersected: STONYCREEK RIVER, Facility Carried by Structure: SR 3022 Minimum Vertical Clearance: 3.99m (13.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 70.1m (230.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $638,000, Total Project Cost: $2,924,000, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 1130230022, Location: JOHNSTOWN (Lat: 40.331667, Lng: -78.925000), Route carried "on" structure: State highway , Year Built: 1926, Year Reconstructed: 2001, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,110 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 4,857 (year 2023), Design Load: H 15, Features Intersected: LITTLE CONEMAUGH RIVER, Facility Carried by Structure: SR 3023(JOHNS ST.) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, 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: 11303700300081, Location: JOHNSTOWN,WALNUT ST.BR. (Lat: 40.328278, Lng: -78.920992), Route carried "on" structure: State highway , Year Built: 1918, Year Reconstructed: 2006, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,454 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 5,210 (year 2023), Design Load: H 15, Features Intersected: LITTLE CONEMAUGH RIVER, Facility Carried by Structure: SR 3037,WALNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $368,000, Total Project Cost: $1,686,000, 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: 11303700300492, Location: JOHNSTOWN (Lat: 40.329083, Lng: -78.920681), Route carried "on" structure: State highway , Year Built: 1987, Year Reconstructed: 1992, Status: Open, Structure Length: 21.52m (70.60ft), Average Daily Traffic: 4,454 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 7,989 (year 2019), Design Load: H 15, Features Intersected: NORFOLK S,C&BL RR, Facility Carried by Structure: SR 3037 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, 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: 11303900100766, Location: MINERSVILLE-JOHNSTOWN (Lat: 40.340861, Lng: -78.926833), Route carried "on" structure: State highway , Year Built: 1914, Year Reconstructed: 1985, Status: Open, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 1,801 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 3,096 (year 2023), Design Load: H 15, Features Intersected: LEHIGH VALLEY RR, RIVER, Facility Carried by Structure: SR 3039 Minimum Vertical Clearance: 7.52m (24.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 82.0m (269.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.25m (56.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $737,000, Total Project Cost: $3,378,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11304400100045, Location: JOHNSTOWN,WASHINGTON ST. (Lat: 40.330806, Lng: -78.925814), Route carried "on" structure: State highway , Year Built: 1930, Year Reconstructed: 1992, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 6,825 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 11,728 (year 2019), Design Load: H 15, Features Intersected: STONYCREEK RIVER, Facility Carried by Structure: SR 3044 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.6m (143.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 49.9 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.06m (33.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, 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: 11305500200036, Location: JOHNSTOWN (Lat: 40.323139, Lng: -78.919017), Route carried "on" structure: State highway , Year Built: 1900, Year Reconstructed: 2006, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 6,362 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 5,193 (year 2019), Design Load: H 15, Features Intersected: STONY CREEK RIVER, Facility Carried by Structure: SR 3055,FRANKLIN S Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.266, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 70.1m (230.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Excellent, Superstructure: Fair, Substructure: Good, Channel: Very good, 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: Somewhat better than minimum adequacy, 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: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $642,000, Total Project Cost: $2,943,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 11730180124015, Location: JOHNSTOWN,ASH STREET (Lat: 40.318333, Lng: -78.911667), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,025 (year 2005), Average Future Daily Traffic: 1,314 (year 2025), Design Load: H 15, Features Intersected: SOLOMON RUN, Facility Carried by Structure: ASH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 49.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11730180236013, Location: GILBERT ST,BROWNSTOWN R (Lat: 40.341667, Lng: -78.933333), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,762 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 2,259 (year 2026), Design Load: H 15, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: GILBERT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 82.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, 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: 11730180424001, Location: D STREET,JOHNSTOWN (Lat: 40.348333, Lng: -78.943333), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 656 (year 2007), Average Future Daily Traffic: 918 (year 2027), Design Load: H 15, Features Intersected: ST.CLAIR RUN, Facility Carried by Structure: D STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $264,000, Total Project Cost: $723,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11730180624017, Location: JOHNSTOWN,FRONHEISER ST (Lat: 40.313333, Lng: -78.910000), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,025 (year 2005), Average Future Daily Traffic: 1,435 (year 2025), Design Load: H 15, Features Intersected: SOLOMON RUN, Facility Carried by Structure: FRONHEISER 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Inventory Rating: 57.2 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: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11730180824002, Location: HAYNES STR.,JOHNSTOWN (Lat: 40.321667, Lng: -78.916667), Route carried "on" structure: City street , Year Built: 1922, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 9,739 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 12,486 (year 2027), Design Load: H 20, Features Intersected: STONYCREEK RIVER, Facility Carried by Structure: HAYNES STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Superstructure: Poor, Substructure: Poor, Channel: Poor, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.56m (28.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $627,000, Total Project Cost: $2,874,000 Find on map >>
Structure Number: 11730180824003, Location: HICKORY ST,JOHNSTOWN (Lat: 40.314278, Lng: -78.915000), Route carried "on" structure: City street , Year Built: 1937, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 4,961 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 6,360 (year 2027), Design Load: H 15, Features Intersected: STONYCREEK RIVER, Facility Carried by Structure: HICKORY STREET Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 70.1m (230.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $642,000, Total Project Cost: $2,943,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11730180824004, Location: HORNER STREET BRIDGE (Lat: 40.305000, Lng: -78.911667), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 10,455 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 14,637 (year 2025), Design Load: H 15, Features Intersected: STONEYCREEK RIVER, Facility Carried by Structure: HORNER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 53.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, 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: 11730181024007, Location: JACOBY STREET,JOHNSTOWN (Lat: 40.311667, Lng: -78.895000), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 871 (year 2007), Average Future Daily Traffic: 1,192 (year 2027), Design Load: H 15, Features Intersected: SOLOMON RUN, Facility Carried by Structure: JACOBY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft) Condition: Channel: Very good, Culverts: Satisfactory, Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $263,000, Total Project Cost: $602,000 Find on map >>
Structure Number: 11730181324009, Location: MCMILLEN ST.,JOHNSTOWN (Lat: 40.308333, Lng: -78.908333), Route carried "on" structure: City street , Year Built: 1980, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 656 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 841 (year 2027), Design Load: H 15, Features Intersected: SOLOMON RUN, Facility Carried by Structure: MCMILLEN 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: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1173018133401, Location: MINE PLACE ST.,JOHNSTOWN (Lat: 40.311667, Lng: -78.893333), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 390 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2027), Design Load: H 15, Features Intersected: SOLOMON RUN, Facility Carried by Structure: MINE PLACE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, 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: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11730181524014, Location: JOHNSTOWN,OAK STREET (Lat: 40.316667, Lng: -78.911667), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 513 (year 2005), Average Future Daily Traffic: 658 (year 2025), Design Load: H 15, Features Intersected: SOLOMON RUN, Facility Carried by Structure: OAK 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 84.4 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: 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: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11730181834016, Location: JOHNSTOWN,RHEAM PLACE (Lat: 40.311667, Lng: -78.910000), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 51 (year 2005), Average Future Daily Traffic: 63 (year 2025), Design Load: H 15, Features Intersected: SOLOMON RUN, Facility Carried by Structure: RHEAM PLACE ALLEY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11730182314012, Location: DELLWOOD ST, JOHNSTOWN (Lat: 40.340000, Lng: -78.931667), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 32.52m (106.69ft), Average Daily Traffic: 205 (year 2005), Average Future Daily Traffic: 280 (year 2025), Design Load: H 15, Features Intersected: NORFOLK S RR & PLUM AVE, Facility Carried by Structure: DELLWOOD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 33.01m (108.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, 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: 11730182324011, Location: WIDMAN STREET,JOHNSTOWN (Lat: 40.312500, Lng: -78.888389), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,907 (year 2007), Average Future Daily Traffic: 2,383 (year 2027), Design Load: H 15, Features Intersected: SOLOMON RUN, Facility Carried by Structure: WIDMAN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 76.2 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1180160250074, Location: BEDFORD ST.EXIT,JOHNSTOWN (Lat: 40.323333, Lng: -78.913333), Route carried "on" structure: Ramp State highway , Year Built: 1972, Year Reconstructed: 1994, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 6,133 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 6,953 (year 2019), Design Load: H 15, Features Intersected: SR 3016 & HORNER ST., Facility Carried by Structure: SR 8016 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: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 11801800100396, Location: DALE EXIT,JOHNSTOWN (Lat: 40.313333, Lng: -78.893333), Route carried "on" structure: Ramp State highway , Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 434 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 4,073 (year 2019), Design Load: H 15, Features Intersected: JACOBY STREET, Facility Carried by Structure: SR 8018 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, 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: 11801800100585, Location: DALE EXIT,PA 56 (Lat: 40.313333, Lng: -78.895000), Route carried "on" structure: Ramp State highway , Year Built: 1964, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 434 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 4,073 (year 2019), Design Load: HS 20, Features Intersected: SOLOMON RUN, Facility Carried by Structure: SR 8018 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft) Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 110056015, Location: OVER TR 403 & TR 271 (Lat: 40.321111, Lng: -78.922886), Route carried "under" structure: State highway , Year Built: 1972, Structure Length: 83.15m (272.80ft), Average Daily Traffic: 4,031 (year 2008), Truck Traffic: 7%, Features Intersected: 403,271,3016,3055,8016,R, Facility Carried by Structure: PA 56 Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 27, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 110056015, Location: OVER TR 403 & TR 271 (Lat: 40.321111, Lng: -78.922886), Route carried "under" structure: State highway 271, Year Built: 1972, Structure Length: 83.15m (272.80ft), Average Daily Traffic: 8,894 (year 2007), Truck Traffic: 7%, Features Intersected: 403,271,3016,3055,8016,R, Facility Carried by Structure: PA 56 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 14.228, Lanes on structure: 4, Lanes under structure: 27, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 110056015, Location: OVER TR 403 & TR 271 (Lat: 40.321111, Lng: -78.922886), Route carried "under" structure: State highway , Year Built: 1972, Structure Length: 83.15m (272.80ft), Average Daily Traffic: 6,133 (year 2008), Truck Traffic: 3%, Features Intersected: 403,271,3016,3055,8016,R, Facility Carried by Structure: PA 56 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 110056015, Location: OVER TR 403 & TR 271 (Lat: 40.321111, Lng: -78.922886), Route carried "under" structure: State highway , Year Built: 1972, Structure Length: 83.15m (272.80ft), Average Daily Traffic: 6,311 (year 2008), Truck Traffic: 4%, Features Intersected: 403,271,3016,3055,8016,R, Facility Carried by Structure: PA 56 Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.924, Lanes on structure: 4, Lanes under structure: 27, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 110056015, Location: OVER TR 403 & TR 271 (Lat: 40.321111, Lng: -78.922886), Route carried "under" structure: State highway 403, Year Built: 1972, Structure Length: 83.15m (272.80ft), Average Daily Traffic: 11,351 (year 2007), Truck Traffic: 10%, Features Intersected: 403,271,3016,3055,8016,R, Facility Carried by Structure: PA 56 Minimum Vertical Clearance: 6.81m (22.34ft), Kilometerpoint: 6.737, Lanes on structure: 4, Lanes under structure: 27, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 110056015, Location: OVER TR 403 & TR 271 (Lat: 40.321111, Lng: -78.922886), Route carried "under" structure: State highway , Year Built: 1972, Structure Length: 83.15m (272.80ft), Average Daily Traffic: 4,297 (year 2008), Truck Traffic: 7%, Features Intersected: 403,271,3016,3055,8016,R, Facility Carried by Structure: PA 56 Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 0.924, Lanes on structure: 4, Lanes under structure: 27, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 11005601800783, Location: OVER BECKLEY AVE. J-TOWN (Lat: 40.312389, Lng: -78.898350), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 25 (year 1993), Features Intersected: BECKLEY AVENUE, Facility Carried by Structure: PA 56 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 11005602, Location: OVER T-693 AT SR 8020 (Lat: 40.312972, Lng: -78.888439), Route carried "under" structure: City street T693, Year Built: 1964, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 25 (year 1993), Features Intersected: WIDMAN STREET (T693), Facility Carried by Structure: PA 56 Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: 11303900100766, Location: MINERSVILLE-JOHNSTOWN (Lat: 40.340861, Lng: -78.926833), Route carried "under" structure: City street , Year Built: 1914, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 50 (year 2004), Features Intersected: LEHIGH VALLEY RR, RIVER, Facility Carried by Structure: SR 3039 Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 82.0m (269.0ft) Find on map >>
Structure Number: 11730182314012, Location: DELLWOOD ST, JOHNSTOWN (Lat: 40.340000, Lng: -78.931667), Route carried "under" structure: City street , Year Built: 1984, Structure Length: 32.52m (106.69ft), Features Intersected: NORFOLK S RR & PLUM AVE, Facility Carried by Structure: DELLWOOD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 1180160250074, Location: BEDFORD ST.EXIT,JOHNSTOWN (Lat: 40.323333, Lng: -78.913333), Route carried "under" structure: State highway , Year Built: 1972, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 10,606 (year 2008), Truck Traffic: 5%, Features Intersected: SR 3016 & HORNER ST., Facility Carried by Structure: SR 8016 Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 1.188, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 1180160250074, Location: BEDFORD ST.EXIT,JOHNSTOWN (Lat: 40.323333, Lng: -78.913333), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 6.77m (22.21ft), Features Intersected: SR 3016 & HORNER ST., Facility Carried by Structure: SR 8016 Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 11801800100396, Location: DALE EXIT,JOHNSTOWN (Lat: 40.313333, Lng: -78.893333), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 25 (year 1993), Features Intersected: JACOBY STREET, Facility Carried by Structure: SR 8018 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 12.8m (42.0ft) Discuss this city on our hugely popular Pennsylvania forum Back to: Johnstown, PA, Pennsylvania, All US cities.
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