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

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Structure Number: 58000607900219,  Location: BORO OF MANSFIELD (Lat: 41.805972,  Lng: -77.083417),  Route carried "on" structure: US 6,  Year Built: 1979,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 6,853 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,445 (year 2029),  Design Load: H 15,  Features Intersected: OVER TIOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.938,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 98.0 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $1,530,000,  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: 5800150434,  Location: BORO. OF MANSFIELD (Lat: 41.774739,  Lng: -77.071861),  Route carried "on" structure: US 15,  Year Built: 2003,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 6,386 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,805 (year 2029),  Design Load: H 15,  Features Intersected: NB OVER SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.521,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  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: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  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: 5800150435,  Location: BORO OF MANSFIELD (Lat: 41.774736,  Lng: -77.071856),  Route carried "on" structure: US 15,  Year Built: 2003,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 6,386 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,805 (year 2029),  Design Load: H 15,  Features Intersected: SB OVER SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.493,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  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: 5800150514,  Location: BORO OF MANSFIELD (Lat: 41.803561,  Lng: -77.091614),  Route carried "on" structure: Bypass US 15,  Year Built: 2003,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 6,386 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,563 (year 2027),  Design Load: H 15,  Features Intersected: ROUTE 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.161,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  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: 5800150515,  Location: BORO OF MANSFIELD (Lat: 41.803639,  Lng: -77.091386),  Route carried "on" structure: Bypass US 15,  Year Built: 1986,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 6,386 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,944 (year 2029),  Design Load: H 15,  Features Intersected: SR 0006 sr 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.147,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.3 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: 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: July 2007,  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: 58100200300327,  Location: MANSFIELD BORO (Lat: 41.810917,  Lng: -77.070744),  Route carried "on" structure: State highway ,  Year Built: 1985,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 426 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 888 (year 2027),  Design Load: H 15,  Features Intersected: COREY CREEK,  Facility Carried by Structure: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.618,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 10.8 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: Better than 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: July 2007,  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: 58200505100764,  Location: BORO OF MANSFIELD (Lat: 41.810889,  Lng: -77.079814),  Route carried "on" structure: US 15B,  Year Built: 1978,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,335 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,585 (year 2029),  Design Load: H 15,  Features Intersected: OVER COREY CREEK,  Facility Carried by Structure: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.011,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 58740618200001,  Location: MANSFIELD BORO (Lat: 41.803333,  Lng: -77.083333),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 110 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 170 (year 2029),  Design Load: H 15,  Features Intersected: ELLEN RUN,  Facility Carried by Structure: BROOKLYN ST MANS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $70,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CEPNABPA-000004,  Location: TIOGA-HAMMOND LAKES (Lat: 41.250000,  Lng: -77.176667),  Route carried "on" structure: Federal lands road ,  Year Built: 1979,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 200 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2026),  Design Load: HS 15,  Features Intersected: STEPHENHOUSE RUN,  Facility Carried by Structure: ADMIN ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $13,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: CEPNABPA-000005,  Location: TIOGA-HAMMOND LAKES (Lat: 41.250000,  Lng: -77.176667),  Route carried "on" structure: Federal lands road ,  Year Built: 1979,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 200 (year 2003),  Truck Traffic: 20%,  Average Future Daily Traffic: 200 (year 2024),  Design Load: HS 15,  Features Intersected: IVES RUN,  Facility Carried by Structure: CAMP ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $15,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: CEPNABPA-000006,  Location: TIOGA-HAMMOND LAKES (Lat: 41.250000,  Lng: -77.176667),  Route carried "on" structure: Federal lands road ,  Year Built: 1979,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 700 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 700 (year 2026),  Design Load: HS 15,  Features Intersected: IVES RUN,  Facility Carried by Structure: DAY USE ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $15,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: CEPNABPA-000007,  Location: TIOGA-HAMMOND LAKES (Lat: 41.250000,  Lng: -77.103333),  Route carried "on" structure: Federal lands road ,  Year Built: 1936,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 50 (year 2001),  Average Future Daily Traffic: 50 (year 2024),  Design Load: H 15,  Features Intersected: LAMBS CREEK,  Facility Carried by Structure: LAMBS CR ACCESS RD
Minimum Vertical Clearance: 4.04m (13.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.5m (169.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2005,  Critical Feature Inspection Date: April 2003,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $600,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: CEPNABPA-000022,  Location: TIOGA-HAMMOND LAKES (Lat: 41.841667,  Lng: -77.100000),  Route carried "on" structure: Federal lands road ,  Year Built: 1840,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.46m (1.51ft),  Average Future Daily Traffic: 1 (year 2026),  Features Intersected: KELLY CREEK,  Facility Carried by Structure: HIKE & BIKE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 1.0m (3.3ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000 ( Estimate for 2003)

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Structure Number: 5800150434,  Location: BORO. OF MANSFIELD (Lat: 41.774739,  Lng: -77.071861),  Route carried "under" structure: Ramp US 15B,  Year Built: 2003,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 6,817 (year 2008),  Truck Traffic: 3%,  Features Intersected: NB OVER SR 2005,  Facility Carried by Structure: SR 15
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 26.017,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 5800150435,  Location: BORO OF MANSFIELD (Lat: 41.774736,  Lng: -77.071856),  Route carried "under" structure: Ramp US 15,  Year Built: 2003,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 5,698 (year 2008),  Truck Traffic: 4%,  Features Intersected: SB OVER SR 2005
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 27.914,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 5800150514,  Location: BORO OF MANSFIELD (Lat: 41.803561,  Lng: -77.091614),  Route carried "under" structure: US 6,  Year Built: 2003,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 6,987 (year 2008),  Truck Traffic: 7%,  Features Intersected: ROUTE 6,  Facility Carried by Structure: SR 15 SOUTHBOUND
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 52.265,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 5800150515,  Location: BORO OF MANSFIELD (Lat: 41.803639,  Lng: -77.091386),  Route carried "under" structure: US 6,  Year Built: 1986,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 6,987 (year 2008),  Truck Traffic: 7%,  Features Intersected: SR 0006 sr 6,  Facility Carried by Structure: SR 15
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 52.265,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)