Bridge Statistics for Riverside, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 10127,  Location: 0.6 MI SE JCT RTS 15 + 17 (Lat: 42.152436,  Lng: -77.082394),  Route carried "on" structure: State highway 352,  Year Built: 1958,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 14,209 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,578 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.710,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 56.2 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,347,000,  Roadway Improvement Cost: $801,000,  Total Project Cost: $2,148,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1048221,  Location: 0.9 MI SE OF PAINTED POST (Lat: 42.155089,  Lng: -77.080308),  Route carried "on" structure: State highway 415,  Year Built: 1940,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,227 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,432 (year 2022),  Design Load: H 20,  Features Intersected: CUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.637,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 62.8 metric tons,  Inventory Rating: 26.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $680,000,  Roadway Improvement Cost: $404,000,  Total Project Cost: $1,084,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1048222,  Location: 0.9 MI SE OF PAINTED POST (Lat: 42.153403,  Lng: -77.081358),  Route carried "on" structure: Interstate 86,  Year Built: 1994,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 25,506 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,362 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.704,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,652,000,  Roadway Improvement Cost: $1,539,000,  Total Project Cost: $4,191,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10748,  Location: 0.2MI S RT415 & RT 17-STE (Lat: 42.152889,  Lng: -77.085214),  Route carried "on" structure: Ramp Interstate 86,  Year Built: 1995,  Status: Open,  Structure Length: 12.40m (40.68ft),  Average Daily Traffic: 25,506 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,362 (year 2027),  Design Load: HS 25,  Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.861,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.40m (40.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $5,782,000,  Roadway Improvement Cost: $3,354,000,  Total Project Cost: $9,136,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074811,  Location: 1.3 MI W JCT SH414 &SH415 (Lat: 42.154814,  Lng: -77.079872),  Route carried "on" structure: Interstate 86,  Year Built: 1995,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 12,753 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 16,681 (year 2027),  Design Load: HS 25,  Features Intersected: RTE 415
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.714,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Critical,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 71.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $753,000,  Roadway Improvement Cost: $448,000,  Total Project Cost: $1,201,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074812,  Location: 1.3 MI W JCT SH414 &SH415 (Lat: 42.154825,  Lng: -77.079897),  Route carried "on" structure: Interstate 86,  Year Built: 1995,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 12,753 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 16,681 (year 2027),  Design Load: HS 25,  Features Intersected: RTE 415
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.714,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $753,000,  Roadway Improvement Cost: $448,000,  Total Project Cost: $1,201,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074821,  Location: .3 MI N JCT SH415 & NS RR (Lat: 42.157217,  Lng: -77.077433),  Route carried "on" structure: Interstate 86,  Year Built: 1995,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 12,753 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 16,681 (year 2027),  Design Load: HS 25,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.711,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $753,000,  Roadway Improvement Cost: $448,000,  Total Project Cost: $1,201,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074822,  Location: .3 MI N JCT SH415 & NS RR (Lat: 42.157178,  Lng: -77.077600),  Route carried "on" structure: Interstate 86,  Year Built: 1995,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 12,753 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 16,681 (year 2027),  Design Load: HS 25,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.711,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $753,000,  Roadway Improvement Cost: $448,000,  Total Project Cost: $1,201,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107483,  Location: .3 MI N JCT SH415 & NS RR (Lat: 42.157147,  Lng: -77.077758),  Route carried "on" structure: Ramp State highway ,  Year Built: 1995,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 4,000 (year 1995),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,232 (year 2015),  Design Load: HS 25,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: WB RAMP FROM STE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $753,000,  Roadway Improvement Cost: $448,000,  Total Project Cost: $1,201,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107484,  Location: .3 MI N JCT SH415 & NSRR (Lat: 42.157264,  Lng: -77.077297),  Route carried "on" structure: Ramp State highway ,  Year Built: 1995,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 4,000 (year 1995),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,232 (year 2015),  Design Load: HS 25,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: EB RAMP FROM STE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $753,000,  Roadway Improvement Cost: $448,000,  Total Project Cost: $1,201,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074881,  Location: 1.2MI N JCT RTS 414 & 415 (Lat: 42.143400,  Lng: -77.056358),  Route carried "on" structure: State highway 86,  Year Built: 1994,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 2,873 (year 1992),  Truck Traffic: 24%,  Average Future Daily Traffic: 4,188 (year 2012),  Design Load: HS 20+Mod,  Features Intersected: RTE 414
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: 12.4m (40.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $753,000,  Roadway Improvement Cost: $448,000,  Total Project Cost: $1,201,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10748,  Location: 0.2MI S RT415 & RT 17-STE (Lat: 42.152889,  Lng: -77.085214),  Route carried "under" structure: Interstate 86,  Year Built: 1995,  Structure Length: 12.40m (40.68ft),  Average Daily Traffic: 12,753 (year 2007),  Truck Traffic: 20%,  Features Intersected: RTE I86
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 71.971,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 1074811,  Location: 1.3 MI W JCT SH414 &SH415 (Lat: 42.154814,  Lng: -77.079872),  Route carried "under" structure: State highway 415,  Year Built: 1995,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 13,300 (year 1994),  Truck Traffic: 6%,  Features Intersected: RTE 415,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 1074812,  Location: 1.3 MI W JCT SH414 &SH415 (Lat: 42.154825,  Lng: -77.079897),  Route carried "under" structure: State highway 415,  Year Built: 1995,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 13,300 (year 1994),  Truck Traffic: 6%,  Features Intersected: RTE 415,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 1074881,  Location: 1.2MI N JCT RTS 414 & 415 (Lat: 42.143400,  Lng: -77.056358),  Route carried "under" structure: City street 414,  Year Built: 1994,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 5,214 (year 1990),  Truck Traffic: 5%,  Features Intersected: RTE 414,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 70482,  Location: 0.7 MI SE OF PAINTED POST (Lat: 42.155933,  Lng: -77.082353),  Route carried "under" structure: State highway 415,  Year Built: 1952,  Structure Length: 5.02m (16.47ft),  Average Daily Traffic: 9,300 (year 1977),  Truck Traffic: 6%,  Features Intersected: RTE 415,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.066,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.9m (81.7ft)