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

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Structure Number: 13020903,  Location: THOMAS J.MCCALL MEM.BRIDG (Lat: 40.827194,  Lng: -75.704550),  Route carried "on" structure: US 209,  Year Built: 1938,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 46.91m (153.90ft),  Average Daily Traffic: 22,951 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,406 (year 2013),  Design Load: H 15,  Features Intersected: NO/SOUT,RRS.,STS.,CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.864,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 13,  Length of Maximum Span: 49.7m (163.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Underwater Inspection Date: September 2005,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $630,000,  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: 13044301401101,  Location: BLAKESLEE BLVD. (Lat: 40.822611,  Lng: -75.711850),  Route carried "on" structure: State highway 443,  Year Built: 1945,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 18,941 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,543 (year 2013),  Design Load: H 15,  Features Intersected: MAHONING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.699,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 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: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13090202303361,  Location: NINTH STREET,LEHIGHTON (Lat: 40.822250,  Lng: -75.720522),  Route carried "on" structure: State highway 902,  Year Built: 1964,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 9,951 (year 2008),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,679 (year 2013),  Design Load: H 15,  Features Intersected: MAHONING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.645,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.46m (17.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $111,000,  Roadway Improvement Cost: $328,000,  Total Project Cost: $1,503,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13201000100126,  Location: LEHIGHTON-WEISPORT BOROS (Lat: 40.828844,  Lng: -75.704936),  Route carried "on" structure: State highway ,  Year Built: 1971,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 15.91m (52.20ft),  Average Daily Traffic: 6,751 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,776 (year 2013),  Design Load: H 15,  Features Intersected: LEHIGH RIVER & LEHIGH DR,  Facility Carried by Structure: SR 2010 (LR 164)
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: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 34.5 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 desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.79m (55.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Other Special Inspection Date: July 2006,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $341,000,  Total Project Cost: $1,564,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: 13740600000002,  Location: SOUTH OF 209/443 @ RIVER,  Route carried "on" structure: City street ,  Structure Length: 2.87m (9.42ft),  Design Load: H 15,  Features Intersected: MAHONING CREEK,  Facility Carried by Structure: LEHIGH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000

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Structure Number: 13740604260001,  Location: 1 MILE NORTH RTE 443 (Lat: 40.822889,  Lng: -75.726972),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 500 (year 1980),  Average Future Daily Traffic: 500 ,  Design Load: H 15,  Features Intersected: MAHONING CREEK,  Facility Carried by Structure: ASHTOWN DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 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,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Underwater Inspection Date: August 2007,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $198,000

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Structure Number: 13740604279003,  Location: JUST NORTH OF RTE. 443 (Lat: 40.823333,  Lng: -75.718333),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 500 (year 1980),  Average Future Daily Traffic: 700 (year 2000),  Design Load: H 15,  Features Intersected: MAHONING CREEK,  Facility Carried by Structure: T-427 E.PENN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $59,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13020903,  Location: THOMAS J.MCCALL MEM.BRIDG (Lat: 40.827194,  Lng: -75.704550),  Route carried "under" structure: City street LOCL,  Year Built: 1938,  Structure Length: 46.91m (153.90ft),  Average Daily Traffic: 100 (year 1996),  Truck Traffic: 1%,  Features Intersected: NO/SOUT,RRS.,STS.,CANAL,  Facility Carried by Structure: US 209 (LR 163)
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 49.7m (163.1ft)

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Structure Number: 13020903,  Location: THOMAS J.MCCALL MEM.BRIDG (Lat: 40.827194,  Lng: -75.704550),  Route carried "under" structure: City street ,  Year Built: 1938,  Structure Length: 46.91m (153.90ft),  Average Daily Traffic: 100 (year 2005),  Truck Traffic: 1%,  Features Intersected: NO/SOUT,RRS.,STS.,CANAL,  Facility Carried by Structure: US 209 (LR 163)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 49.7m (163.1ft)

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Structure Number: 13201000100126,  Location: LEHIGHTON-WEISPORT BOROS (Lat: 40.828844,  Lng: -75.704936),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 15.91m (52.20ft),  Average Daily Traffic: 1 (year 2004),  Features Intersected: LEHIGH RIVER & LEHIGH DR,  Facility Carried by Structure: SR 2010 (LR 164)
Minimum Vertical Clearance: 5.79m (19.00ft),  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: 22.9m (75.1ft)