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

Find on map >>   Show street view

Structure Number: 24985,  Location: 4 MI E OF SALLADASBURG (Lat: 41.275992,  Lng: -77.142119),  Route carried "on" structure: State highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 549 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 770 (year 2032),  Features Intersected: OVER QUENSHUKENY RUN,  Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.878,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 24988,  Location: 2 M NW WILLIAMSPORT (Lat: 41.268264,  Lng: -77.087708),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 738 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,065 (year 2032),  Design Load: HS 20,  Features Intersected: BOTTLE RUN,  Facility Carried by Structure: SR 3014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.214,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  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: 0.2m (0.7ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.4 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: 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $59,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 2499,  Location: 3 MI EAST OF LINDEN (Lat: 41.239908,  Lng: -77.090997),  Route carried "on" structure: State highway ,  Year Built: 1969,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 804 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,460 (year 2032),  Features Intersected: OVER DAUGHERTY'S RUN,  Facility Carried by Structure: S.R. 3015
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.695,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $110,000,  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: 24996,  Location: MEMORIAL AVENUE (Lat: 41.244667,  Lng: -77.048000),  Route carried "on" structure: Spur State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 2,972 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,377 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: LYCOMING CREEK,  Facility Carried by Structure: SR 3021 MEMORIAL A
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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  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: 25089,  Location: 100 FT E WMPT CITY LINE (Lat: 41.247250,  Lng: -76.981758),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 750 (year 2043),  Design Load: HS 20,  Features Intersected: MCCLURE'S RUN,  Facility Carried by Structure: T-471
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 25155,  Location: 0.6 MI. N OF LINDEN (Lat: 41.238992,  Lng: -77.137836),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 155 (year 2043),  Design Load: HS 20,  Features Intersected: QUENSHUKENY RUN,  Facility Carried by Structure: T-367
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 68.0 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 25156,  Location: 0.9 MI. NORTH OF LINDEN (Lat: 41.243631,  Lng: -77.139911),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 155 (year 2043),  Design Load: HS 20,  Features Intersected: QUENSHUKENY RUN,  Facility Carried by Structure: T-369
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Poor,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $95,000,  Deck Structure Type: Open Grating

Find on map >>   Show street view

Structure Number: 25157,  Location: 2.2 MI. NORTH OF LINDEN (Lat: 41.262111,  Lng: -77.146669),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 232 (year 2043),  Design Load: HS 20,  Features Intersected: QUENSHUKENY RUN,  Facility Carried by Structure: T-375
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 68.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $86,000,  Deck Structure Type: Open Grating

Find on map >>   Show street view

Structure Number: 25188,  Location: WMSPT (RAMP C-SR 15) (Lat: 41.251667,  Lng: -77.045000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 2,457 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,219 (year 2032),  Design Load: HS 20,  Features Intersected: OVER (S-C)LYCO.VALLEY RR,  Facility Carried by Structure: SR8002-15S TO 220S
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: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $133,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 25189,  Location: CITY OF WILLIAMSPORT (Lat: 41.230467,  Lng: -77.039981),  Route carried "on" structure: Ramp State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 13,229 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,821 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 180 EBL & WBL,  Facility Carried by Structure: SR8002 RAMP D 15SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 25191,  Location: CITY OF WILLIAMSPORT (Lat: 41.223333,  Lng: -77.048333),  Route carried "on" structure: Ramp State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 2,155 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,783 (year 2032),  Design Load: HS 20,  Features Intersected: OVER 180E/WB,RAMP B US15,  Facility Carried by Structure: SR 8002 RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $210,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 43387,  Location: MARKET ST.WMSPT RIVER BR (Lat: 41.228333,  Lng: -77.020000),  Route carried "on" structure: US 15,  Year Built: 2006,  Status: Open,  Structure Length: 33.80m (110.89ft),  Average Daily Traffic: 12,893 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,652 (year 2032),  Design Load: HL 93,  Features Intersected: W. BR. SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.735,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Underwater Inspection Date: September 2018,  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: 43388,  Location: WMSPT SPUI MARKET STREET (Lat: 41.228333,  Lng: -77.020000),  Route carried "on" structure: US 15,  Year Built: 2006,  Status: Open,  Structure Length: 10.88m (35.70ft),  Average Daily Traffic: 25,896 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,625 (year 2032),  Design Load: HL 93,  Features Intersected: I-180,VIA BELLA,SEDA R.R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.590,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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 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: 44332,  Location: MARKET ST. WMSPT RIVER BR (Lat: 41.228333,  Lng: -77.020000),  Route carried "on" structure: US 15,  Year Built: 2007,  Status: Open,  Structure Length: 33.80m (110.89ft),  Average Daily Traffic: 13,003 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,973 (year 2032),  Design Load: HL 93,  Features Intersected: W. BR. SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.590,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Underwater Inspection Date: September 2018,  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: 47464,  Location: Arch St (Wmspt.) river br (Lat: 41.225636,  Lng: -77.043856),  Route carried "on" structure: Spur State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 46.21m (151.61ft),  Average Daily Traffic: 3,859 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,211 (year 2032),  Design Load: HL 93,  Features Intersected: West Br Susquehanna Rvr,  Facility Carried by Structure: SR 2064
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.2 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: 34.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2019,  Underwater Inspection Date: September 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: 24529,  Location: CITY OF WILLIAMSPORT (Lat: 41.236892,  Lng: -77.046556),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2011),  Features Intersected: 3RD ST & SEDA-COG RR,  Facility Carried by Structure: SR 0015 NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 24534,  Location: CITY OF WILLIAMSPORT (Lat: 41.236867,  Lng: -77.046808),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: 3RD ST & SEDA-COG RR,  Facility Carried by Structure: SR 0015 SB
Minimum Vertical Clearance: 3.05m (10.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 24535,  Location: CITY OF WILLIAMSPORT (Lat: 41.240308,  Lng: -77.049203),  Route carried "under" structure: State highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 5,454 (year 2022),  Truck Traffic: 5%,  Features Intersected: OVER W FOURTH ST SR 2014,  Facility Carried by Structure: SR-0015,NBL&SBL
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 5.185,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>   Show street view

Structure Number: 24537,  Location: CITY OF WILLIAMSPORT (Lat: 41.244936,  Lng: -77.048872),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2011),  Truck Traffic: 20%,  Features Intersected: OVR MEMORIAL AVE SR 3021,  Facility Carried by Structure: SR 0015 NBL&SBL
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

Find on map >>   Show street view

Structure Number: 24621,  Location: CITY OF WILLIAMSPORT (Lat: 41.235808,  Lng: -77.006053),  Route carried "under" structure: Ramp State highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,773 (year 2021),  Truck Traffic: 8%,  Features Intersected: OVER RAMP A&B (HEPBURN ),  Facility Carried by Structure: S.R. 0180 EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 24621,  Location: CITY OF WILLIAMSPORT (Lat: 41.235808,  Lng: -77.006053),  Route carried "under" structure: Ramp State highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 3,051 (year 2021),  Truck Traffic: 7%,  Features Intersected: OVER RAMP A&B (HEPBURN ),  Facility Carried by Structure: S.R. 0180 EBL
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 24622,  Location: CITY OF WILLIAMSPORT (Lat: 41.236000,  Lng: -77.006022),  Route carried "under" structure: Ramp State highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 3,051 (year 2021),  Truck Traffic: 7%,  Features Intersected: OVER RAMP A&B(HEPBURN ST,  Facility Carried by Structure: I - 180 WBL
Minimum Vertical Clearance: 4.65m (15.26ft),  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: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 24622,  Location: CITY OF WILLIAMSPORT (Lat: 41.236000,  Lng: -77.006022),  Route carried "under" structure: Ramp State highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,773 (year 2021),  Truck Traffic: 8%,  Features Intersected: OVER RAMP A&B(HEPBURN ST,  Facility Carried by Structure: I - 180 WBL
Minimum Vertical Clearance: 4.65m (15.26ft),  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: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 24624,  Location: OVER BASIN STREET (Lat: 41.241742,  Lng: -76.994714),  Route carried "under" structure: Spur State highway ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 46 (year 2020),  Truck Traffic: 6%,  Features Intersected: LR 289 SPUR'C(BASIN ST),  Facility Carried by Structure: S.R. 0180 EBL
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 24624,  Location: OVER BASIN STREET (Lat: 41.241742,  Lng: -76.994714),  Route carried "under" structure: Spur State highway ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 2,369 (year 2020),  Truck Traffic: 1%,  Features Intersected: LR 289 SPUR'C(BASIN ST),  Facility Carried by Structure: S.R. 0180 EBL
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 24625,  Location: OVER BASIN STREET (Lat: 41.241736,  Lng: -76.995006),  Route carried "under" structure: Spur State highway ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 46 (year 2020),  Truck Traffic: 6%,  Features Intersected: LR 289 SPUR'C(BASIN ST),  Facility Carried by Structure: S.R. 0180 WBL
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 24625,  Location: OVER BASIN STREET (Lat: 41.241736,  Lng: -76.995006),  Route carried "under" structure: Spur State highway ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 2,369 (year 2020),  Truck Traffic: 1%,  Features Intersected: LR 289 SPUR'C(BASIN ST),  Facility Carried by Structure: S.R. 0180 WBL
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 24694,  Location: 3 MI WEST NEWBERRY (Lat: 41.230767,  Lng: -77.107653),  Route carried "under" structure: Ramp State highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,608 (year 2022),  Truck Traffic: 7%,  Features Intersected: OVER RAMP A-1,  Facility Carried by Structure: SR 0220 (LR1073NBL
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>   Show street view

Structure Number: 24695,  Location: 2.5 MI WEST NEWBERRY (Lat: 41.230219,  Lng: -77.105533),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2005),  Truck Traffic: 1%,  Features Intersected: OVER T-331,  Facility Carried by Structure: SR 0220 NB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

Find on map >>   Show street view

Structure Number: 24697,  Location: 3 MI WEST NEWBERRY (Lat: 41.230911,  Lng: -77.107531),  Route carried "under" structure: Ramp State highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,608 (year 2022),  Truck Traffic: 7%,  Features Intersected: OVER RAMP A-1,  Facility Carried by Structure: SR0220(LR1073WBL)
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>   Show street view

Structure Number: 24698,  Location: 2.5 MI WEST NEWBERRY (Lat: 41.230375,  Lng: -77.105467),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2011),  Features Intersected: OVER T-331,  Facility Carried by Structure: SR 220 SBL
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

Find on map >>   Show street view

Structure Number: 24701,  Location: CITY OF WILLIAMSPORT (Lat: 41.223589,  Lng: -77.061736),  Route carried "under" structure: US 220,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 12,033 (year 2022),  Truck Traffic: 12%,  Features Intersected: US 220 NB AND SB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 20.744,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.3m (73.2ft)

Find on map >>   Show street view

Structure Number: 24701,  Location: CITY OF WILLIAMSPORT (Lat: 41.223589,  Lng: -77.061736),  Route carried "under" structure: US 220,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 11,853 (year 2022),  Truck Traffic: 13%,  Features Intersected: US 220 NB AND SB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 20.777,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.3m (73.2ft)

Find on map >>   Show street view

Structure Number: 24703,  Location: CITY OF WILLIAMSPORT (Lat: 41.228792,  Lng: -77.046322),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: OVER ARCH STREET,  Facility Carried by Structure: S.R. 0220
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>   Show street view

Structure Number: 24884,  Location: CITY OF WMSPT., HIGH ST. (Lat: 41.249094,  Lng: -77.044700),  Route carried "under" structure: Ramp State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,303 (year 2022),  Truck Traffic: 7%,  Features Intersected: LYCOMING CREEK & RAMPS,  Facility Carried by Structure: HIGH ST & SR 2016
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 24884,  Location: CITY OF WMSPT., HIGH ST. (Lat: 41.249094,  Lng: -77.044700),  Route carried "under" structure: Ramp State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,307 (year 2022),  Truck Traffic: 3%,  Features Intersected: LYCOMING CREEK & RAMPS,  Facility Carried by Structure: HIGH ST & SR 2016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 25189,  Location: CITY OF WILLIAMSPORT (Lat: 41.230467,  Lng: -77.039981),  Route carried "under" structure: Interstate 180,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 21,716 (year 2021),  Truck Traffic: 16%,  Features Intersected: OVER SR 180 EBL & WBL,  Facility Carried by Structure: SR8002 RAMP D 15SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 25189,  Location: CITY OF WILLIAMSPORT (Lat: 41.230467,  Lng: -77.039981),  Route carried "under" structure: Interstate 180,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 22,121 (year 2021),  Truck Traffic: 14%,  Features Intersected: OVER SR 180 EBL & WBL,  Facility Carried by Structure: SR8002 RAMP D 15SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 25191,  Location: CITY OF WILLIAMSPORT (Lat: 41.223333,  Lng: -77.048333),  Route carried "under" structure: Interstate 180,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 21,716 (year 2021),  Truck Traffic: 16%,  Features Intersected: OVER 180E/WB,RAMP B US15,  Facility Carried by Structure: SR 8002 RAMP A
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>   Show street view

Structure Number: 25191,  Location: CITY OF WILLIAMSPORT (Lat: 41.223333,  Lng: -77.048333),  Route carried "under" structure: Interstate 180,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 22,121 (year 2021),  Truck Traffic: 14%,  Features Intersected: OVER 180E/WB,RAMP B US15,  Facility Carried by Structure: SR 8002 RAMP A
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>   Show street view

Structure Number: 25191,  Location: CITY OF WILLIAMSPORT (Lat: 41.223333,  Lng: -77.048333),  Route carried "under" structure: Ramp State highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 13,453 (year 2021),  Truck Traffic: 7%,  Features Intersected: OVER 180E/WB,RAMP B US15,  Facility Carried by Structure: SR 8002 RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>   Show street view

Structure Number: 43388,  Location: WMSPT SPUI MARKET STREET (Lat: 41.228333,  Lng: -77.020000),  Route carried "under" structure: Interstate 180,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 23,626 (year 2022),  Truck Traffic: 17%,  Features Intersected: I-180,VIA BELLA,SEDA R.R,  Facility Carried by Structure: SR 15 NB/SB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.026,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

Find on map >>   Show street view

Structure Number: 43388,  Location: WMSPT SPUI MARKET STREET (Lat: 41.228333,  Lng: -77.020000),  Route carried "under" structure: Interstate 180,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 22,698 (year 2022),  Truck Traffic: 18%,  Features Intersected: I-180,VIA BELLA,SEDA R.R,  Facility Carried by Structure: SR 15 NB/SB
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 3.038,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)