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

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Structure Number: 40008116441112,  Location: ASHLEY BO .4 M N EXIT 164 (Lat: 41.205250,  Lng: -75.900650),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 69,822 (year 2008),  Truck Traffic: 16%,  Average Future Daily Traffic: 92,231 (year 2027),  Design Load: H 15,  Features Intersected: SOLOMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.917,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Underwater Inspection Date: August 2007,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $232,000,  Total Project Cost: $1,064,000

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Structure Number: 40008116500902,  Location: ASHLEY BORO OVER SR 6309 (Lat: 41.209306,  Lng: -75.893856),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 28,662 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 40,415 (year 2027),  Design Load: H 15,  Features Intersected: SR 6309
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.708,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $1,077,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 40008116510279,  Location: ASHLEY BORO OVER SR 2003 (Lat: 41.210083,  Lng: -75.897697),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 34,547 (year 2008),  Truck Traffic: 16%,  Average Future Daily Traffic: 45,634 (year 2027),  Design Load: H 15,  Features Intersected: SR 2003 HAZELTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.980,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.8 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $171,000,  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: 40008116541069,  Location: ASHLEY BO .5M N EXIT 165 (Lat: 41.215000,  Lng: -75.885000),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 28,662 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 40,415 (year 2027),  Design Load: H 15,  Features Intersected: LUZ CO RAIL AUTHORITY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.513,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Other Special Inspection Date: September 2004,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $554,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 40200100102038,  Location: ASHLEY BORO .4M W SR2010 (Lat: 41.381333,  Lng: -75.891944),  Route carried "on" structure: State highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,444 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,160 (year 2026),  Design Load: H 15,  Features Intersected: SOLOMON CREEK,  Facility Carried by Structure: SR 2001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Underwater Inspection Date: December 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 402010012,  Location: ASHLEY BO 200' W SR 2003 (Lat: 41.211444,  Lng: -75.901194),  Route carried "on" structure: State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,250 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,663 (year 2026),  Design Load: H 15,  Features Intersected: SOLOMON CREEK,  Facility Carried by Structure: SR 2010 S MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.819,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Underwater Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 40201001200741,  Location: ASHLEY BORO .1M E SR 2003,  Route carried "on" structure: State highway ,  Year Built: 1917,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 6,824 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,176 (year 2026),  Design Load: H 15,  Features Intersected: POCONO NORTHEAST RR,  Facility Carried by Structure: SR 2010 MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.819,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  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: $100,000,  Total Project Cost: $162,000,  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: 40630905501756,  Location: ASHLEY BO .2 M N SR 2003 (Lat: 41.213194,  Lng: -75.889169),  Route carried "on" structure: State highway 309B,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 12,038 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,814 (year 2026),  Design Load: H 15,  Features Intersected: LUZ CO RAIL AUTHORITY,  Facility Carried by Structure: SR 6309 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $253,000,  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: 40630905511737,  Location: ASHLEY BO .7 M S SR 2005 (Lat: 41.213083,  Lng: -75.889822),  Route carried "on" structure: State highway 309B,  Year Built: 1988,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 9,480 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,068 (year 2026),  Design Load: H 15,  Features Intersected: LUZ CO RAIL AUTHORITY,  Facility Carried by Structure: SR 6309 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  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: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $174,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 40740103010002,  Location: ASHLEY BORO.@CEMETERY ST.,  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 440 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 590 (year 2026),  Features Intersected: SOLOMON CREEK,  Facility Carried by Structure: CAREY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 40740118150001,  Location: ASHLEY BORO.@ PLANES AVE. (Lat: 41.200000,  Lng: -75.900000),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 110 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2026),  Design Load: H 15,  Features Intersected: SOLOMON CREEK,  Facility Carried by Structure: RODGERS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $81,000 ( Estimate for 2010),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40008116500902,  Location: ASHLEY BORO OVER SR 6309 (Lat: 41.209306,  Lng: -75.893856),  Route carried "under" structure: State highway 309B,  Year Built: 1967,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 5,754 (year 2008),  Truck Traffic: 8%,  Features Intersected: SR 6309,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 40008116500902,  Location: ASHLEY BORO OVER SR 6309 (Lat: 41.209306,  Lng: -75.893856),  Route carried "under" structure: State highway 309B,  Year Built: 1967,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 7,571 (year 2008),  Truck Traffic: 5%,  Features Intersected: SR 6309,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 40008116510279,  Location: ASHLEY BORO OVER SR 2003 (Lat: 41.210083,  Lng: -75.897697),  Route carried "under" structure: State highway ,  Year Built: 1967,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 4,087 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 2003 HAZELTON STREET,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.5m (54.1ft)