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

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Structure Number: 46020201200173,  Location: S.SCHUYLKILL RIVER 28K10 (Lat: 40.106667,  Lng: -75.341667),  Route carried "on" structure: US 202,  Year Built: 1928,  Status: Closed,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 28,754 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,148 (year 2013),  Design Load: H 15,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.098,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Railroad,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Critical,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 11.92m (39.11ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $107,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $1,443,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 463020002,  Location: BRIDGEPORT 28J10 (Lat: 40.104528,  Lng: -75.351472),  Route carried "on" structure: State highway ,  Year Built: 1972,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 17.47m (57.32ft),  Average Daily Traffic: 11,175 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,797 (year 2013),  Design Load: H 15,  Features Intersected: SCHUYLKILL PKWY,RR,ROAD,  Facility Carried by Structure: NEW US 202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.752,  Lanes on structure: 4,  Lanes under structure: 28,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 59.7m (195.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.26m (59.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $323,000,  Roadway Improvement Cost: $950,000,  Total Project Cost: $4,355,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 463104001,  Location: BRIDGEPORT 28H11 (Lat: 40.100000,  Lng: -75.353333),  Route carried "on" structure: State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 698 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,120 (year 2000),  Design Load: H 15,  Features Intersected: US 202,  Facility Carried by Structure: BORO LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $161,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 46727699032913,  Location: SOUTH OF BRIDGEPORT (Lat: 40.088333,  Lng: -75.358333),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 65,138 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 66,800 (year 2012),  Design Load: H 15,  Features Intersected: LR46145,SR 3029;DB-107
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $1,431,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 46727699032919,  Location: SOUTH OF NORRISTOWN (Lat: 40.088333,  Lng: -75.356667),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 55,966 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 66,800 (year 2010),  Design Load: H 15,  Features Intersected: READING RR,PRIV.L;DB-108
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $173,000,  Roadway Improvement Cost: $509,000,  Total Project Cost: $2,334,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 46727699032972,  Location: SOUTH OF NORRISTOWN (Lat: 40.091667,  Lng: -75.348333),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 65,138 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 66,700 (year 2012),  Design Load: H 15,  Features Intersected: LR46137,SR 3027;DB-110
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $338,000,  Total Project Cost: $1,551,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 46727699033038,  Location: SOUTH OF BRIDGEPORT (Lat: 40.097861,  Lng: -75.339925),  Route carried "on" structure: State highway ,  Year Built: 1954,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,471 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,470 (year 2012),  Design Load: H 15,  Features Intersected: PA TPK (I-276);DB-112,  Facility Carried by Structure: LR 46178,SR 3023
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.794,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $738,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 463020002,  Location: BRIDGEPORT 28J10 (Lat: 40.104528,  Lng: -75.351472),  Route carried "under" structure: State highway ,  Year Built: 1972,  Structure Length: 17.47m (57.32ft),  Average Daily Traffic: 7,347 (year 2008),  Truck Traffic: 5%,  Features Intersected: SCHUYLKILL PKWY,RR,ROAD,  Facility Carried by Structure: NEW US 202
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 463020002,  Location: BRIDGEPORT 28J10 (Lat: 40.104528,  Lng: -75.351472),  Route carried "under" structure: US ,  Year Built: 1972,  Structure Length: 17.47m (57.32ft),  Average Daily Traffic: 104 (year 2002),  Truck Traffic: 50%,  Features Intersected: SCHUYLKILL PKWY,RR,ROAD,  Facility Carried by Structure: NEW US 202
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 463020002,  Location: BRIDGEPORT 28J10 (Lat: 40.104528,  Lng: -75.351472),  Route carried "under" structure: State highway ,  Year Built: 1972,  Structure Length: 17.47m (57.32ft),  Average Daily Traffic: 7,339 (year 2008),  Truck Traffic: 5%,  Features Intersected: SCHUYLKILL PKWY,RR,ROAD,  Facility Carried by Structure: NEW US 202
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 463020002,  Location: BRIDGEPORT 28J10 (Lat: 40.104528,  Lng: -75.351472),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 17.47m (57.32ft),  Average Daily Traffic: 980 (year 1980),  Truck Traffic: 1%,  Features Intersected: SCHUYLKILL PKWY,RR,ROAD,  Facility Carried by Structure: NEW US 202
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 463104001,  Location: BRIDGEPORT 28H11 (Lat: 40.100000,  Lng: -75.353333),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 11,175 (year 2007),  Truck Traffic: 7%,  Features Intersected: US 202,  Facility Carried by Structure: BORO LINE ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 463104001,  Location: BRIDGEPORT 28H11 (Lat: 40.100000,  Lng: -75.353333),  Route carried "under" structure: US 202,  Year Built: 1975,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 13,347 (year 2007),  Truck Traffic: 7%,  Features Intersected: US 202,  Facility Carried by Structure: BORO LINE ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 46727699032913,  Location: SOUTH OF BRIDGEPORT (Lat: 40.088333,  Lng: -75.358333),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 20,701 (year 2007),  Truck Traffic: 7%,  Features Intersected: LR46145,SR 3029;DB-107,  Facility Carried by Structure: PA TURNPIKE(I-276)
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 1.201,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 46727699032919,  Location: SOUTH OF NORRISTOWN (Lat: 40.088333,  Lng: -75.356667),  Route carried "under" structure: Other road ,  Year Built: 1954,  Structure Length: 6.31m (20.70ft),  Features Intersected: READING RR,PRIV.L;DB-108,  Facility Carried by Structure: PA TURNPIKE(I-276)
Minimum Vertical Clearance: 8.03m (26.35ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 46727699032972,  Location: SOUTH OF NORRISTOWN (Lat: 40.091667,  Lng: -75.348333),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 3,426 (year 2008),  Truck Traffic: 5%,  Features Intersected: LR46137,SR 3027;DB-110,  Facility Carried by Structure: PA TURNPIKE(I-276)
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 2.094,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 46727699033038,  Location: SOUTH OF BRIDGEPORT (Lat: 40.097861,  Lng: -75.339925),  Route carried "under" structure: Interstate 276,  Year Built: 1954,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 65,138 (year 2004),  Truck Traffic: 12%,  Features Intersected: PA TPK (I-276);DB-112,  Facility Carried by Structure: LR 46178,SR 3023
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)