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

Find on map >>   Show street view

Structure Number: 6746,  Location: EAST OF ROUTE 13 38K06 (Lat: 40.197028,  Lng: -74.798028),  Route carried "on" structure: US 1,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 62,055 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,717 (year 2032),  Design Load: HS 20,  Features Intersected: ROCK RUN,  Facility Carried by Structure: LINCOLN HWY/RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.119,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.9m (157.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 47.8m (156.8ft),  Out-to-Out Width: 50.7m (166.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 60.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 6753,  Location: MORRISVILLE 39C05 (Lat: 40.205553,  Lng: -74.775197),  Route carried "on" structure: US 1,  Year Built: 1954,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 18.90m (62.01ft),  Average Daily Traffic: 48,936 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 66,812 (year 2032),  Design Load: HS 20,  Features Intersected: DELAWARE CANAL & CONRAIL,  Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.334,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 19.60m (64.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $178,000,  Roadway Improvement Cost: $524,000,  Total Project Cost: $2,402,000,  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: 6779,  Location: SNIPES CORNER 39A06 (Lat: 40.198669,  Lng: -74.790169),  Route carried "on" structure: State highway 32,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,204 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,911 (year 2032),  Design Load: HS 20,  Features Intersected: NEW US1 SOUTHBOUND,  Facility Carried by Structure: OLD LINCOLN HIGHWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.7 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7185,  Location: 1MI.SE.MORRISVILLE 39A09 (Lat: 40.181608,  Lng: -74.788331),  Route carried "on" structure: State highway ,  Year Built: 1954,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 10,582 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 14,835 (year 2032),  Design Load: HL 93,  Features Intersected: NEWBOLD ROAD,  Facility Carried by Structure: TYBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.748,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 95.6 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: 60.3 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $381,000,  Total Project Cost: $1,745,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7186,  Location: 1.5MI.S.MORRISVIL. 39B09 (Lat: 40.182036,  Lng: -74.785614),  Route carried "on" structure: State highway ,  Year Built: 1955,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 11,993 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 21,706 (year 2032),  Design Load: HL 93,  Features Intersected: AMTRAK-NY TO WASH,  Facility Carried by Structure: TYBURN RD/BRIST P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.957,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 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: 36.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 7188,  Location: .5MI.S.MORRISVILLE 39B09 (Lat: 40.182681,  Lng: -74.781500),  Route carried "on" structure: State highway ,  Year Built: 1955,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 8,202 (year 2021),  Truck Traffic: 42%,  Average Future Daily Traffic: 12,638 (year 2032),  Design Load: HL 93,  Features Intersected: WARNER COMPANY ROAD,  Facility Carried by Structure: TYBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.957,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.6 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: 44.4 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $751,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7198,  Location: WEST MORRISVILLE 38G04 (Lat: 40.208886,  Lng: -74.818842),  Route carried "on" structure: State highway ,  Year Built: 1955,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,380 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,740 (year 2032),  Design Load: HS 20,  Features Intersected: ROCK RUN,  Facility Carried by Structure: BIG OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.147,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  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: 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: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7219,  Location: .5MI.NORTH US-1 38H06 (Lat: 40.201850,  Lng: -74.809172),  Route carried "on" structure: State highway ,  Year Built: 1920,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 13,726 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,346 (year 2032),  Design Load: H 15,  Features Intersected: ROCK RUN,  Facility Carried by Structure: TRENTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.203,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $550,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 722,  Location: 1BLK.DELAWARE RIV. 39C03 (Lat: 40.218103,  Lng: -74.780128),  Route carried "on" structure: State highway ,  Year Built: 1938,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 12,719 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,528 (year 2032),  Design Load: H 20,  Features Intersected: PENNSYLVANIA CANAL,  Facility Carried by Structure: EAST TRENTON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.539,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $287,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7297,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.209828,  Lng: -74.772056),  Route carried "on" structure: State highway ,  Year Built: 1942,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 14,331 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,152 (year 2032),  Design Load: H 20,  Features Intersected: BRANCH DELAWARE RIVER,  Facility Carried by Structure: BRIDGE ST / 3152G7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Culverts: Satisfactory,  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,  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 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 731,  Location: .6MI.TO APPL 212 38J06 (Lat: 40.198525,  Lng: -74.802542),  Route carried "on" structure: State highway ,  Year Built: 1957,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 13,844 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,810 (year 2032),  Design Load: HS 20,  Features Intersected: ROCK RUN,  Facility Carried by Structure: PINE GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable 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: May 2020

Find on map >>   Show street view

Structure Number: 7322,  Location: MORRISVILLE BORO. 39C04 (Lat: 40.210108,  Lng: -74.776844),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 7,027 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,512 (year 2032),  Design Load: H 15,  Features Intersected: PENNSYLVANIA CANAL,  Facility Carried by Structure: PENNSYLVANIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.183,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Railroad,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $435,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7364,  Location: WEST OF CHALFONT 27E02 (Lat: 40.290506,  Lng: -75.239253),  Route carried "on" structure: State highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,623 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,577 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WALTERS RUN;READING CK.,  Facility Carried by Structure: NEW GALENA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

Find on map >>   Show street view

Structure Number: 7606,  Location: 3152-A8 (Lat: 40.204781,  Lng: -74.811342),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,360 (year 2012),  Average Future Daily Traffic: 1,760 (year 2032),  Design Load: HL 93,  Features Intersected: ROCK RUN,  Facility Carried by Structure: ALDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 50.5 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: 33.7 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: Somewhat better than minimum adequacy,  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: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7685,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.208300,  Lng: -74.768300),  Route carried "on" structure: US 1,  Year Built: 1952,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 40.39m (132.51ft),  Average Daily Traffic: 47,400 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 54,300 (year 2040),  Design Load: HS 20,  Features Intersected: PA32,NJ29SB,NSRC,DELR
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.00m (134.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: November 2016,  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: 7686,  Location: MORRISVILLE BOROUGH (Lat: 40.205800,  Lng: -74.774600),  Route carried "on" structure: US 1,  Year Built: 1952,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 47,400 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 53,900 (year 2040),  Design Load: HS 20,  Features Intersected: WASHINGTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.390,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 7687,  Location: MORRISVILLE BORO. 39C04 (Lat: 40.204997,  Lng: -74.775000),  Route carried "on" structure: US 1,  Year Built: 1952,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 47,400 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 53,900 (year 2040),  Design Load: HS 20,  Features Intersected: S. PENNA. AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 7688,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.210428,  Lng: -74.768550),  Route carried "on" structure: State highway 2060,  Year Built: 1928,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 31.12m (102.10ft),  Average Daily Traffic: 14,200 (year 2020),  Average Future Daily Traffic: 16,900 (year 2040),  Design Load: HS 20,  Features Intersected: DELAWARE RIV & NJ 29 SB,  Facility Carried by Structure: Bridge Street
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 64.0m (210.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 31.70m (104.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: November 2016,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $763,000,  Total Project Cost: $3,498,000,  Deck Structure Type: Open Grating

Find on map >>   Show street view

Structure Number: 7689,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.219711,  Lng: -74.778342),  Route carried "on" structure: City street ,  Year Built: 1884,  Year Reconstructed: 2010,  Status: Posted for load,  Structure Length: 38.92m (127.69ft),  Average Daily Traffic: 13,200 (year 2020),  Average Future Daily Traffic: 16,700 (year 2040),  Features Intersected: DELAWARE RIVER,  Facility Carried by Structure: CONNECT PA32&NJ29
Minimum Vertical Clearance: 3.73m (12.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 48.60m (159.45ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: November 2016,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $836,000,  Roadway Improvement Cost: $2,462,000,  Total Project Cost: $11,286,000,  Deck Structure Type: Open Grating

Find on map >>   Show street view

Structure Number: 18086,  Location: FRANKLIN TOWNSHIP (Lat: 39.897494,  Lng: -80.158642),  Route carried "on" structure: State highway 21,  Year Built: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 14,537 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 19,287 (year 2032),  Design Load: H 20,  Features Intersected: LAUREL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.341,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: August 2018

Find on map >>   Show street view

Structure Number: 54456,  Location: 0.3 mi N from SR 0188 (Lat: 39.896483,  Lng: -80.170156),  Route carried "on" structure: US 19,  Year Built: 2017,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 16,452 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,000 (year 2036),  Design Load: HL 93,  Features Intersected: Ten Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.138,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 59.9 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 6751,  Location: S.BRIDGE STREET 39B06 (Lat: 40.200000,  Lng: -74.784583),  Route carried "under" structure: US 1,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 27,288 (year 2022),  Truck Traffic: 7%,  Features Intersected: U S ROUTE 1,  Facility Carried by Structure: SERVICE ROAD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 20.334,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 6751,  Location: S.BRIDGE STREET 39B06 (Lat: 40.200000,  Lng: -74.784583),  Route carried "under" structure: US 1,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 21,648 (year 2022),  Truck Traffic: 9%,  Features Intersected: U S ROUTE 1,  Facility Carried by Structure: SERVICE ROAD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 20.352,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 6774,  Location: 1MI.S.MORRISVILL 38J07 (Lat: 40.194372,  Lng: -74.801458),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 1,220 (year 2021),  Truck Traffic: 12%,  Features Intersected: NEWBOLD ROAD & Conrail,  Facility Carried by Structure: TRAFFIC ROUTE 13
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 1.621,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 6776,  Location: 1MI.W.MORRISVILLE 38J06 (Lat: 40.196625,  Lng: -74.801983),  Route carried "under" structure: Ramp State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 1,580 (year 2022),  Truck Traffic: 8%,  Features Intersected: US 1,  Facility Carried by Structure: TRAFFIC ROUTE 13
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: 25.6m (84.0ft)

Find on map >>   Show street view

Structure Number: 6776,  Location: 1MI.W.MORRISVILLE 38J06 (Lat: 40.196625,  Lng: -74.801983),  Route carried "under" structure: Ramp State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 13,119 (year 2022),  Truck Traffic: 8%,  Features Intersected: US 1,  Facility Carried by Structure: TRAFFIC ROUTE 13
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

Find on map >>   Show street view

Structure Number: 6776,  Location: 1MI.W.MORRISVILLE 38J06 (Lat: 40.196625,  Lng: -74.801983),  Route carried "under" structure: US 1,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 27,288 (year 2022),  Truck Traffic: 7%,  Features Intersected: US 1
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 18.269,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

Find on map >>   Show street view

Structure Number: 6776,  Location: 1MI.W.MORRISVILLE 38J06 (Lat: 40.196625,  Lng: -74.801983),  Route carried "under" structure: US 1,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 21,648 (year 2022),  Truck Traffic: 9%,  Features Intersected: US 1
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 18.289,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

Find on map >>   Show street view

Structure Number: 6779,  Location: SNIPES CORNER 39A06 (Lat: 40.198669,  Lng: -74.790169),  Route carried "under" structure: US 1,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 21,648 (year 2022),  Truck Traffic: 9%,  Features Intersected: NEW US1 SOUTHBOUND,  Facility Carried by Structure: OLD LINCOLN HIGHWY
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 19.850,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: 7185,  Location: 1MI.SE.MORRISVILLE 39A09 (Lat: 40.181608,  Lng: -74.788331),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 1,855 (year 2021),  Truck Traffic: 24%,  Features Intersected: NEWBOLD ROAD,  Facility Carried by Structure: TYBURN ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>   Show street view

Structure Number: 7185,  Location: 1MI.SE.MORRISVILLE 39A09 (Lat: 40.181608,  Lng: -74.788331),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 1,855 (year 2021),  Truck Traffic: 24%,  Features Intersected: NEWBOLD ROAD,  Facility Carried by Structure: TYBURN ROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>   Show street view

Structure Number: 7187,  Location: .5MI.S.MORRISVILLE 39B09 (Lat: 40.182556,  Lng: -74.782492),  Route carried "under" structure: Ramp State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 2,433 (year 2022),  Truck Traffic: 21%,  Features Intersected: RAMP G,  Facility Carried by Structure: TYBURN ROAD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 4.976,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 7187,  Location: .5MI.S.MORRISVILLE 39B09 (Lat: 40.182556,  Lng: -74.782492),  Route carried "under" structure: Ramp State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 2,433 (year 2022),  Truck Traffic: 21%,  Features Intersected: RAMP G,  Facility Carried by Structure: TYBURN ROAD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 4.976,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 7188,  Location: .5MI.S.MORRISVILLE 39B09 (Lat: 40.182681,  Lng: -74.781500),  Route carried "under" structure: State highway ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 1980),  Features Intersected: WARNER COMPANY ROAD,  Facility Carried by Structure: TYBURN ROAD
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>   Show street view

Structure Number: 7685,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.208300,  Lng: -74.768300),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2019),  Features Intersected: PA32,NJ29SB,NSRC,DELR,  Facility Carried by Structure: US 1
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Find on map >>   Show street view

Structure Number: 7685,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.208300,  Lng: -74.768300),  Route carried "under" structure: State highway 29,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 25,211 (year 2018),  Truck Traffic: 5%,  Features Intersected: PA32,NJ29SB,NSRC,DELR,  Facility Carried by Structure: US 1
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 5.423,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Find on map >>   Show street view

Structure Number: 7686,  Location: MORRISVILLE BOROUGH (Lat: 40.205800,  Lng: -74.774600),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2017),  Truck Traffic: 1%,  Features Intersected: WASHINGTON ST.,  Facility Carried by Structure: US 1
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: Toll bridge,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

Find on map >>   Show street view

Structure Number: 7687,  Location: MORRISVILLE BORO. 39C04 (Lat: 40.204997,  Lng: -74.775000),  Route carried "under" structure: State highway ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 7,575 (year 2020),  Truck Traffic: 13%,  Features Intersected: S. PENNA. AVE.,  Facility Carried by Structure: US 1
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.602,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 7688,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.210428,  Lng: -74.768550),  Route carried "under" structure: State highway 29,  Year Built: 1928,  Structure Length: 0. m,  Average Daily Traffic: 22,120 (year 2016),  Truck Traffic: 4%,  Features Intersected: DELAWARE RIV & NJ 29 SB,  Facility Carried by Structure: Bridge Street
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 64.0m (210.0ft)