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

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Structure Number: 9000102602501,  Location: MORRISVILLE 39C05 (Lat: 40.203917,  Lng: -74.777444),  Route carried "on" structure: US 1,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 18.90m (62.01ft),  Average Daily Traffic: 50,631 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,208 (year 2013),  Design Load: H 15,  Features Intersected: DELAWARE CANAL & CONRAIL,  Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.382,  Lanes on structure: 4,  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: Meets minimum limits,  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: 19.63m (64.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  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

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Structure Number: 9202600701319,  Location: 1BLK.DELAWARE RIV. 39C03 (Lat: 40.218083,  Lng: -74.780250),  Route carried "on" structure: State highway ,  Year Built: 1938,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 15,619 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,138 (year 2013),  Design Load: H 15,  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),  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 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,  Structural Evaluation: High priority of corrective action,  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: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  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

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Structure Number: 9206000100253,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.209611,  Lng: -74.772358),  Route carried "on" structure: State highway ,  Year Built: 1942,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,061 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,123 (year 2013),  Design Load: H 15,  Features Intersected: BRANCH DELAWARE RIVER,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  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: 49.0 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Underwater Inspection Date: November 2003

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Structure Number: 9207300700755,  Location: MORRISVILLE BORO. 39C04 (Lat: 40.209861,  Lng: -74.776947),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 10,469 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,193 (year 2013),  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,  Maintenance Responsibility: Railroad,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 5 degrees,  Navigation Control: Yes ( Vertical Clearance: 13.0m (42.7ft), Horizontal Clearance: 30.0m (98.4ft)),  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: Serious,  Substructure: Poor,  Channel: Poor,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2006,  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

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Structure Number: 9400100100587,  Location: WEST OF CHALFONT 27E02 (Lat: 40.290333,  Lng: -75.239692),  Route carried "on" structure: State highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,077 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 984 (year 2013),  Design Load: H 15,  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),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006

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Structure Number: 9740999910005,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.208333,  Lng: -74.768333),  Route carried "on" structure: US 1,  Year Built: 1952,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 40.39m (132.51ft),  Average Daily Traffic: 50,400 (year 2007),  Average Future Daily Traffic: 60,770 (year 2012),  Design Load: H 15,  Features Intersected: PA32,NJ29SB,CONRAIL,DELR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Private,  Approaching Roadway Width: 15.8m (51.8ft),  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Inventory Rating: 39.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 974099991001,  Location: MORRISVILLE BOROUGH (Lat: 40.205778,  Lng: -74.774611),  Route carried "on" structure: US 1,  Year Built: 1952,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 36,796 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 60,770 (year 2012),  Design Load: H 15,  Features Intersected: WASHINGTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.382,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: 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: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Inventory Rating: 52.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9740999910015,  Location: MORRISVILLE BORO. 39C04 (Lat: 40.205000,  Lng: -74.775000),  Route carried "on" structure: US 1,  Year Built: 1952,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 43,407 (year 1992),  Average Future Daily Traffic: 60,770 (year 2012),  Design Load: H 15,  Features Intersected: LR 150(S PENNA AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Private,  Approaching Roadway Width: 15.8m (51.8ft),  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 or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  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: 49.9 metric tons,  Inventory Rating: 29.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 974099991002,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.210000,  Lng: -74.768333),  Route carried "on" structure: US 1,  Year Built: 1928,  Year Reconstructed: 1969,  Status: Posted for load,  Structure Length: 31.12m (102.10ft),  Average Daily Traffic: 14,868 (year 1992),  Average Future Daily Traffic: 20,815 (year 2012),  Design Load: H 15,  Features Intersected: DELAWARE RV & NJ 29 SB
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  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: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Inventory Rating: 34.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 31.70m (104.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $763,000,  Total Project Cost: $3,498,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9740999910025,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.220000,  Lng: -74.778333),  Route carried "on" structure: Other road ,  Year Built: 1884,  Status: Posted for load,  Structure Length: 38.92m (127.69ft),  Average Daily Traffic: 21,397 (year 1992),  Average Future Daily Traffic: 20,170 (year 2012),  Design Load: H 10,  Features Intersected: DELAWARE RIVER,  Facility Carried by Structure: CONNECT PA32&NJ29
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  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: Satisfactory,  Superstructure: Serious,  Substructure: Poor,  Channel: Very good,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of replacement,  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,  Inspection Date: May 2006,  Bridge Improvement Cost: $836,000,  Roadway Improvement Cost: $2,462,000,  Total Project Cost: $11,286,000,  Deck Structure Type: Open Grating

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Structure Number: 9740999910005,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.208333,  Lng: -74.768333),  Route carried "under" structure: Other road ,  Year Built: 1952,  Structure Length: 40.39m (132.51ft),  Features Intersected: PA32,NJ29SB,CONRAIL,DELR,  Facility Carried by Structure: US 1(LR 281PARA A)
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Toll: Toll bridge,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 974099991001,  Location: MORRISVILLE BOROUGH (Lat: 40.205778,  Lng: -74.774611),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 1.71m (5.61ft),  Features Intersected: WASHINGTON ST.,  Facility Carried by Structure: US 1(LR 281 PAR A)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: Toll bridge,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 9740999910015,  Location: MORRISVILLE BORO. 39C04 (Lat: 40.205000,  Lng: -74.775000),  Route carried "under" structure: State highway ,  Year Built: 1952,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 10,588 (year 2008),  Truck Traffic: 7%,  Features Intersected: LR 150(S PENNA AVE),  Facility Carried by Structure: US 1(LR 281 PAR A)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.602,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 974099991002,  Location: MORRISVILLE BORO. 39D04 (Lat: 40.210000,  Lng: -74.768333),  Route carried "under" structure: Other road ,  Year Built: 1928,  Structure Length: 31.12m (102.10ft),  Features Intersected: DELAWARE RV & NJ 29 SB,  Facility Carried by Structure: US 1(ALT.)(LR 281
Minimum Vertical Clearance: 30+ m (98+ ft),  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)