Bridge Statistics for Mount Cobb, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 20509,  Location: JEFFERSON TWP .9M W TR247 (Lat: 41.404761,  Lng: -75.519547),  Route carried "on" structure: Interstate 84,  Year Built: 1977,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 7,962 (year 2021),  Truck Traffic: 40%,  Average Future Daily Traffic: 11,174 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: T-334 GOLF CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.102,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $691,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 2051,  Location: JEFFERSON TWP .9M W TR247 (Lat: 41.405014,  Lng: -75.519661),  Route carried "on" structure: Interstate 84,  Year Built: 1977,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 8,658 (year 2021),  Truck Traffic: 35%,  Average Future Daily Traffic: 11,541 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: T-334 GOLF CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.143,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $557,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 20511,  Location: JEFFERSON TP 1.2M E TR247 (Lat: 41.398194,  Lng: -75.484600),  Route carried "on" structure: Interstate 84,  Year Built: 1976,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 15,034 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 22,715 (year 2032),  Design Load: HS 20,  Features Intersected: RECREATIONAL TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.330,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $402,000

Find on map >>   Show street view

Structure Number: 20512,  Location: JEFFERSON TWP OVR SR 2005 (Lat: 41.391536,  Lng: -75.467839),  Route carried "on" structure: Interstate 84,  Year Built: 1976,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 7,343 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 11,174 (year 2032),  Design Load: HS 20,  Features Intersected: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.939,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $203,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20513,  Location: JEFFERSON TWP OVER SR2005 (Lat: 41.391772,  Lng: -75.467292),  Route carried "on" structure: Interstate 84,  Year Built: 1976,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 7,691 (year 2021),  Truck Traffic: 35%,  Average Future Daily Traffic: 11,541 (year 2032),  Design Load: HS 20,  Features Intersected: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.046,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20546,  Location: JEFFERSON TWP OVER I-84 (Lat: 41.398333,  Lng: -75.481667),  Route carried "on" structure: State highway 247,  Year Built: 1976,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 3,427 (year 2022),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,555 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0084 I-84
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: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.3 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $745,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 20584,  Location: JEFFERSN TP 1.9M E SR2003 (Lat: 41.411497,  Lng: -75.457650),  Route carried "on" structure: State highway 348,  Year Built: 1939,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,235 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,553 (year 2032),  Design Load: H 20,  Features Intersected: W BR WALLENPAUPACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.892,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $200,000

Find on map >>   Show street view

Structure Number: 2065,  Location: JEFFERSON TWP OVER I-84 (Lat: 41.396811,  Lng: -75.480694),  Route carried "on" structure: State highway 590,  Year Built: 1976,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 702 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,003 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0084 I-84 EB & WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.343,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.50m (41.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $1,436,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20664,  Location: MADISON TWP OVER I-84 (Lat: 41.371228,  Lng: -75.448989),  Route carried "on" structure: State highway 690,  Year Built: 1974,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 1,231 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,524 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0084 I-84 EB & WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.682,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $1,170,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20665,  Location: MADISON TWP .1 M E I-84 (Lat: 41.372806,  Lng: -75.447369),  Route carried "on" structure: State highway 690,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,231 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,524 (year 2032),  Design Load: HS 20,  Features Intersected: POTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.682,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $198,000

Find on map >>   Show street view

Structure Number: 20708,  Location: JEFFERSON TP 300' S TR348 (Lat: 41.412731,  Lng: -75.495294),  Route carried "on" structure: State highway ,  Year Built: 1934,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,067 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 988 (year 2032),  Design Load: H 20,  Features Intersected: BR W BR WALLENPAUPACK CR,  Facility Carried by Structure: SR 2002 WIMMERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $221,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 20871,  Location: 150' NORTHEAST OF PA 348 (Lat: 41.412264,  Lng: -75.459758),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 88 (year 2038),  Features Intersected: W. BR. WALLENPAUPACK CR.,  Facility Carried by Structure: T429 (OLD MILL RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Critical,  Channel: Poor,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to 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: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $54,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35433,  Location: STERLING TP .5M E CO LINE (Lat: 41.367500,  Lng: -75.438833),  Route carried "on" structure: Interstate 84,  Year Built: 1973,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 7,343 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 12,337 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WILCOX CREEK &TWP RD 325
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.726,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 75.3 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $267,000,  Total Project Cost: $1,224,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 35434,  Location: STERLING TP .5M E CO LINE (Lat: 41.366892,  Lng: -75.438244),  Route carried "on" structure: Interstate 84,  Year Built: 1973,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 7,691 (year 2021),  Truck Traffic: 35%,  Average Future Daily Traffic: 12,742 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WILCOX CREEK &TWP RD 325
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 79.8 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $646,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 35513,  Location: SALEM TWP .1 M W SR 3019 (Lat: 41.405517,  Lng: -75.437006),  Route carried "on" structure: State highway 348,  Year Built: 1940,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 8,166 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,942 (year 2032),  Design Load: H 20,  Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.785,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: March 2021,  Underwater Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $51,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35545,  Location: SALEM TWP .4 M S TR 690 (Lat: 41.388808,  Lng: -75.443964),  Route carried "on" structure: State highway 590,  Year Built: 1994,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,026 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,704 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WALLENPAUPACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 35546,  Location: SALEM TWP .2 M E TR 690 (Lat: 41.396953,  Lng: -75.434397),  Route carried "on" structure: State highway 590,  Year Built: 1930,  Year Reconstructed: 1966,  Status: Posted for load,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,021 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,389 (year 2032),  Design Load: HS 20,  Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.629,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.2 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: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $285,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35575,  Location: SALEM TWP 100' W SR 3004 (Lat: 41.390414,  Lng: -75.436708),  Route carried "on" structure: State highway 690,  Year Built: 1876,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,231 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,683 (year 2032),  Features Intersected: WALLENPAUPACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.073,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $187,000

Find on map >>   Show street view

Structure Number: 35666,  Location: SALEM TWP .2 M S TR 690 (Lat: 41.391475,  Lng: -75.432606),  Route carried "on" structure: State highway ,  Year Built: 1920,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 398 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 558 (year 2032),  Design Load: H 20,  Features Intersected: JONES CREEK,  Facility Carried by Structure: SR 3004 POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $251,000

Find on map >>   Show street view

Structure Number: 35678,  Location: SALEM TWP .8 M N SR 3009 (Lat: 41.367981,  Lng: -75.431156),  Route carried "on" structure: State highway ,  Year Built: 1958,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 325 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 342 (year 2032),  Design Load: HS 20,  Features Intersected: WILCOX CREEK,  Facility Carried by Structure: SR 3007 NEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  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: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  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: 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $213,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35693,  Location: LAKE TP 800' N SR 3017 (Lat: 41.434233,  Lng: -75.436936),  Route carried "on" structure: State highway ,  Year Built: 1944,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 119 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 141 (year 2032),  Design Load: H 20,  Features Intersected: MAPLEWOOD CREEK,  Facility Carried by Structure: SR 3019
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.102,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 35871,  Location: 360 ft W of RTE 348 (Lat: 41.405292,  Lng: -75.437081),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 70 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 80 (year 2035),  Features Intersected: JONES CREEK,  Facility Carried by Structure: TWP RTE T-355
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $393,000

Find on map >>   Show street view

Structure Number: 35878,  Location: STERLING TWP 280FT SR3007 (Lat: 41.367961,  Lng: -75.431033),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 65 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 70 (year 2035),  Features Intersected: WILCOX CREEK,  Facility Carried by Structure: BR.38 OLD STEPHENS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $78,000,  Deck Structure Type: Wood or Timber

Find on map >>   Show street view

Structure Number: 42452,  Location: JEFFERSON 1.5 M N TE348 (Lat: 41.435436,  Lng: -75.485750),  Route carried "on" structure: State highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,540 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,773 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WALLENPAUPACK CREEK,  Facility Carried by Structure: SR 2003 CORTEZ RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.739,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 44694,  Location: .7 MILES EAST OF SR. 2003 (Lat: 41.431336,  Lng: -75.474864),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 75 (year 2018),  Average Future Daily Traffic: 100 (year 2035),  Design Load: HL 93,  Features Intersected: W. BR. WALLENPAUPACK CR.,  Facility Carried by Structure: T399 SPANGENBERG R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum 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 2020

Find on map >>   Show street view

Structure Number: 54601,  Location: LAKE TWP 300' N SR 3021 (Lat: 41.430278,  Lng: -75.428039),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 495 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 808 (year 2032),  Design Load: HL 93,  Features Intersected: JONES CREEK,  Facility Carried by Structure: 3019 MAPLEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.396,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable 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 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 67515,  Location: JEFFERSN TP .1M E SR 2003 (Lat: 41.462669,  Lng: -75.457561),  Route carried "on" structure: State highway ,  Year Built: 2020,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 435 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 536 (year 2039),  Design Load: HL 93,  Features Intersected: OUTLET KIZER POND,  Facility Carried by Structure: SR 2001 MAPLEWD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 20509,  Location: JEFFERSON TWP .9M W TR247 (Lat: 41.404761,  Lng: -75.519547),  Route carried "under" structure: City street T334,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-334 GOLF CLUB ROAD,  Facility Carried by Structure: SR 0084 I-84 EB
Minimum Vertical Clearance: 4.91m (16.11ft),  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: 15.8m (51.8ft)

Find on map >>   Show street view

Structure Number: 2051,  Location: JEFFERSON TWP .9M W TR247 (Lat: 41.405014,  Lng: -75.519661),  Route carried "under" structure: City street T334,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-334 GOLF CLUB ROAD,  Facility Carried by Structure: SR 0084 I-84 WB
Minimum Vertical Clearance: 5.16m (16.93ft),  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: 15.8m (51.8ft)

Find on map >>   Show street view

Structure Number: 20512,  Location: JEFFERSON TWP OVR SR 2005 (Lat: 41.391536,  Lng: -75.467839),  Route carried "under" structure: State highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 942 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 2005,  Facility Carried by Structure: SR 0084 I-84 EB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 7.009,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 20513,  Location: JEFFERSON TWP OVER SR2005 (Lat: 41.391772,  Lng: -75.467292),  Route carried "under" structure: State highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 942 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 2005,  Facility Carried by Structure: SR 0084 I-84 WB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 7.009,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 20546,  Location: JEFFERSON TWP OVER I-84 (Lat: 41.398333,  Lng: -75.481667),  Route carried "under" structure: Interstate 84,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 7,343 (year 2021),  Truck Traffic: 33%,  Features Intersected: SR 0084 I-84,  Facility Carried by Structure: SR 0247 TR 247
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 13.902,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 20546,  Location: JEFFERSON TWP OVER I-84 (Lat: 41.398333,  Lng: -75.481667),  Route carried "under" structure: Interstate 84,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 7,691 (year 2021),  Truck Traffic: 35%,  Features Intersected: SR 0084 I-84,  Facility Carried by Structure: SR 0247 TR 247
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 12.962,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 2065,  Location: JEFFERSON TWP OVER I-84 (Lat: 41.396811,  Lng: -75.480694),  Route carried "under" structure: Interstate 84,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 7,343 (year 2021),  Truck Traffic: 33%,  Features Intersected: SR 0084 I-84 EB & WB,  Facility Carried by Structure: SR 0590 TR 590
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 16.330,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.6m (143.0ft)

Find on map >>   Show street view

Structure Number: 2065,  Location: JEFFERSON TWP OVER I-84 (Lat: 41.396811,  Lng: -75.480694),  Route carried "under" structure: Interstate 84,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 7,691 (year 2021),  Truck Traffic: 35%,  Features Intersected: SR 0084 I-84 EB & WB,  Facility Carried by Structure: SR 0590 TR 590
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 15.438,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.6m (143.0ft)

Find on map >>   Show street view

Structure Number: 20664,  Location: MADISON TWP OVER I-84 (Lat: 41.371228,  Lng: -75.448989),  Route carried "under" structure: Interstate 84,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,343 (year 2021),  Truck Traffic: 33%,  Features Intersected: SR 0084 I-84 EB & WB,  Facility Carried by Structure: SR 0690 TR 690
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 20.357,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

Find on map >>   Show street view

Structure Number: 20664,  Location: MADISON TWP OVER I-84 (Lat: 41.371228,  Lng: -75.448989),  Route carried "under" structure: Interstate 84,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,691 (year 2021),  Truck Traffic: 35%,  Features Intersected: SR 0084 I-84 EB & WB,  Facility Carried by Structure: SR 0690 TR 690
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 19.479,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

Find on map >>   Show street view

Structure Number: 35433,  Location: STERLING TP .5M E CO LINE (Lat: 41.367500,  Lng: -75.438833),  Route carried "under" structure: City street T325,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: WILCOX CREEK &TWP RD 325,  Facility Carried by Structure: SR 0084 I-84 EB
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 35434,  Location: STERLING TP .5M E CO LINE (Lat: 41.366892,  Lng: -75.438244),  Route carried "under" structure: City street T325,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: WILCOX CREEK &TWP RD 325,  Facility Carried by Structure: SR 0084 I-84 WB
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)