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

Find on map >>   Show street view

Structure Number: 9019,  Location: 0.5 MI.N.OF MECKESVILLE (Lat: 41.009428,  Lng: -75.569808),  Route carried "on" structure: State highway 534,  Year Built: 1961,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,243 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,086 (year 2032),  Design Load: HS 20,  Features Intersected: MUD RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.583,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 52.6 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $273,000,  Deck Structure Type: Open Grating

Find on map >>   Show street view

Structure Number: 21423,  Location: 0.75 MI.E. OF MOUNT AIRY (Lat: 40.241678,  Lng: -76.210181),  Route carried "on" structure: State highway ,  Year Built: 1934,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,178 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,458 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: INDIAN RUN,  Facility Carried by Structure: SR 1026
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.970,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.4 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 21483,  Location: 1 MI SW BLAINSPORT (Lat: 40.272700,  Lng: -76.155383),  Route carried "on" structure: State highway ,  Year Built: 1909,  Status: Posted for load,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 428 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 818 (year 2035),  Features Intersected: COCALICO CREEK,  Facility Carried by Structure: SR 1053 Peartown
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.125,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  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: $47,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $629,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2178,  Location: 12 MI EAST OF LEB LAN INT (Lat: 40.245983,  Lng: -76.214708),  Route carried "on" structure: Interstate 76,  Year Built: 1950,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 24,971 (year 2001),  Truck Traffic: 24%,  Average Future Daily Traffic: 32,334 (year 2030),  Design Load: HS 20,  Features Intersected: INDIAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019

Find on map >>   Show street view

Structure Number: 21782,  Location: 05 MI NORTH OF SCHOENEC (Lat: 40.245422,  Lng: -76.177308),  Route carried "on" structure: State highway ,  Year Built: 1950,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 2,557 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,388 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: SR 1047, LR3613
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.157,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 42.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $107,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 21783,  Location: WEST COCALICO TWP (Lat: 40.245261,  Lng: -76.173261),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 9%,  Average Future Daily Traffic: 315 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-824
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $89,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 21784,  Location: WEST COCALICO TWP (Lat: 40.244261,  Lng: -76.161192),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 315 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-670
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $89,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 21786,  Location: WEST COCALICO TWP (Lat: 40.241667,  Lng: -76.165000),  Route carried "on" structure: Interstate 76,  Year Built: 1949,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 24,971 (year 2001),  Truck Traffic: 24%,  Average Future Daily Traffic: 32,334 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: T-750, COCALICO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.70m (44.95ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $381,000,  Total Project Cost: $1,749,000,  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: 21866,  Location: 0.7 MI SOUTH OF SR 1026 (Lat: 40.236125,  Lng: -76.202347),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 155 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 215 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: INDIAN RUN,  Facility Carried by Structure: T999 INDIAN RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 64.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

Find on map >>   Show street view

Structure Number: 22113,  Location: 1.5 MILES SW OF SR 897 (Lat: 40.257825,  Lng: -76.147333),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 680 (year 2012),  Average Future Daily Traffic: 900 (year 2032),  Design Load: HS 20,  Features Intersected: COCALICO CREEK,  Facility Carried by Structure: SWAMP BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 22117,  Location: 1 MI WEST OF SR 1053 (Lat: 40.275203,  Lng: -76.169972),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 50 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 54 (year 2024),  Design Load: HL 93,  Features Intersected: COCALICO CREEK,  Facility Carried by Structure: T-988 SPORTSMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township 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: 6.7m (22.0ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $22,000,  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: 55775,  Location: 1 MI. S.E. COCALICO (Lat: 40.275850,  Lng: -76.195667),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,557 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,539 (year 2032),  Design Load: HL 93,  Features Intersected: Cocalico Creek,  Facility Carried by Structure: SR 1047 S Cocalico
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.713,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 8.5m (27.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.1 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: 35.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 57567,  Location: WEST OF CAMP RODGERS RD (Lat: 40.226325,  Lng: -76.194314),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 400 (year 2020),  Average Future Daily Traffic: 300 (year 2040),  Features Intersected: INDIAN RUN,  Facility Carried by Structure: INDIANTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 0.3m (1.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 21779,  Location: CLAY TWP (Lat: 40.245969,  Lng: -76.215653),  Route carried "under" structure: City street ,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1991),  Features Intersected: T-648,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.56m (14.96ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 6.7m (22.0ft)

Find on map >>   Show street view

Structure Number: 21781,  Location: WEST COCALICO TWP (Lat: 40.246667,  Lng: -76.205000),  Route carried "under" structure: Interstate 76,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 24,971 (year 2001),  Truck Traffic: 24%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-652
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 21782,  Location: 05 MI NORTH OF SCHOENEC (Lat: 40.245422,  Lng: -76.177308),  Route carried "under" structure: Interstate 76,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 24,971 (year 2001),  Truck Traffic: 24%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: SR 1047, LR3613
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 24.7m (81.0ft)

Find on map >>   Show street view

Structure Number: 21783,  Location: WEST COCALICO TWP (Lat: 40.245261,  Lng: -76.173261),  Route carried "under" structure: Interstate 76,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 24,971 (year 2001),  Truck Traffic: 24%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-824
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 25.0m (82.0ft)

Find on map >>   Show street view

Structure Number: 21784,  Location: WEST COCALICO TWP (Lat: 40.244261,  Lng: -76.161192),  Route carried "under" structure: Interstate 76,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 24,971 (year 2001),  Truck Traffic: 24%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-670
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 25.3m (83.0ft)

Find on map >>   Show street view

Structure Number: 21786,  Location: WEST COCALICO TWP (Lat: 40.241667,  Lng: -76.165000),  Route carried "under" structure: City street ,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 125 (year 2017),  Features Intersected: T-750, COCALICO CR,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 13.20m (43.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)