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

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Structure Number: 1021469, Location: JCT RT 31 + I-190 (Lat: 43.130147, Lng: -79.018528), Route carried "on" structure: Interstate 190, Year Built: 1961, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 23,200 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 22,088 (year 2031), Features Intersected: RTE 31, WITMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.399, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 32.0m (105.0ft)

Condition: Superstructure: Very good, Substructure: Very good, Operating Rating: 82.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $1,040,000, Roadway Improvement Cost: $609,000, Total Project Cost: $1,649,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102147, Location: 0.1 MI W JCT RTS 31 & 265 (Lat: 43.129958, Lng: -79.009672), Route carried "on" structure: State highway 31, Year Built: 2003, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 10,500 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,605 (year 2031), Design Load: HS 25, Features Intersected: GILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.151, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 67.1 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.86m (2.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $1,903,000, Roadway Improvement Cost: $1,114,000, Total Project Cost: $3,017,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1039571, Location: JCT RTS 190I & 182 (Lat: 43.107853, Lng: -78.992117), Route carried "on" structure: Interstate 190, Year Built: 1964, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 31,356 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 35,943 (year 2031), Features Intersected: RTE 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 324.117, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.0m (101.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $215,000, Total Project Cost: $582,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1039572, Location: JCT RTS 190I & 182 (Lat: 43.107917, Lng: -78.991583), Route carried "on" structure: Interstate 190, Year Built: 1964, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 17,400 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 35,642 (year 2031), Features Intersected: RTE 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $219,000, Total Project Cost: $593,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103958, Location: 0.8 MI W JCT RTS 182 & 62 (Lat: 43.100817, Lng: -78.957536), Route carried "on" structure: State highway 182, Year Built: 1995, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 9,200 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 9,292 (year 2031), Design Load: HS 25, Features Intersected: CAYUGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.721, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), 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: 18.8m (61.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $856,000, Roadway Improvement Cost: $501,000, Total Project Cost: $1,357,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1039681, Location: 0.2 MI S JCT RT 190I& 182 (Lat: 43.106822, Lng: -78.989422), Route carried "on" structure: Interstate 190, Year Built: 1964, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 31,356 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 35,642 (year 2031), Design Load: HS 20, Features Intersected: PACKARD RD CR82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 323.876, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 69.9 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $310,000, Total Project Cost: $840,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1039682, Location: 0.2 MI S JCT RT 190I& 182 (Lat: 43.106986, Lng: -78.989094), Route carried "on" structure: Interstate 190, Year Built: 1964, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 17,400 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 35,642 (year 2031), Design Load: HS 20, Features Intersected: PACKARD RD CR82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.730, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.4m (76.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $305,000, Total Project Cost: $825,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 221355, Location: 1.8 MI NE OFNIAGARA FALLS (Lat: 43.125903, Lng: -78.950911), Route carried "on" structure: Other road , Year Built: 1963, Year Reconstructed: 2007, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 3,250 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 3,623 (year 2031), Design Load: HS 25, Features Intersected: CSXT/ATK/NS & D&H, Facility Carried by Structure: TUSCARORA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.9 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $768,000, Roadway Improvement Cost: $450,000, Total Project Cost: $1,218,000 ( Estimate for 2011), 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: 332927, Location: 2.5 MI NE OF NIAGARA FLLS (Lat: 43.122403, Lng: -78.973031), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1995, Status: Open, Structure Length: 10.05m (32.97ft), Average Daily Traffic: 4,150 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 5,810 (year 2029), Design Load: HS 25, Features Intersected: CSX TRANS/ AMTRAK, Facility Carried by Structure: LOCKPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.204, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 73.5 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.05m (32.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $826,000, Roadway Improvement Cost: $484,000, Total Project Cost: $1,310,000 ( Estimate for 2011), 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: 1021469, Location: JCT RT 31 + I-190 (Lat: 43.130147, Lng: -79.018528), Route carried "under" structure: State highway 31, Year Built: 1961, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 12,159 (year 2000), Features Intersected: RTE 31, WITMER ROAD, Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 323.618, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 1021469, Location: JCT RT 31 + I-190 (Lat: 43.130147, Lng: -79.018528), Route carried "under" structure: State highway , Year Built: 1961, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 9,355 (year 1992), Features Intersected: RTE 31, WITMER ROAD, Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 323.618, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 1039571, Location: JCT RTS 190I & 182 (Lat: 43.107853, Lng: -78.992117), Route carried "under" structure: State highway 182, Year Built: 1964, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 11,670 (year 2002), Features Intersected: RTE 182, Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 322.347, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 1039572, Location: JCT RTS 190I & 182 (Lat: 43.107917, Lng: -78.991583), Route carried "under" structure: State highway 182, Year Built: 1964, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 11,670 (year 2002), Features Intersected: RTE 182, Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 322.347, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1039681, Location: 0.2 MI S JCT RT 190I& 182 (Lat: 43.106822, Lng: -78.989422), Route carried "under" structure: County highway , Year Built: 1964, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 11,930 (year 1977), Features Intersected: PACKARD RD CR82, Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 1039682, Location: 0.2 MI S JCT RT 190I& 182 (Lat: 43.106986, Lng: -78.989094), Route carried "under" structure: County highway , Year Built: 1964, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 11,930 (year 1977), Features Intersected: PACKARD RD CR82, Facility Carried by Structure: RTE I190
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.078, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 7043881, Location: 2.5 MI N JCT RTS 265 + 62 (Lat: 43.118733, Lng: -78.996094), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 100 (year 2011), Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 7043881, Location: 2.5 MI N JCT RTS 265 + 62 (Lat: 43.118733, Lng: -78.996094), Route carried "under" structure: State highway 265, Year Built: 1963, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 16,480 (year 2002), Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 646.705, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 7043882, Location: 2.5 MI N JCT RTS 265 + 62 (Lat: 43.118750, Lng: -78.995939), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2011), Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 7043882, Location: 2.5 MI N JCT RTS 265 + 62 (Lat: 43.118750, Lng: -78.995939), Route carried "under" structure: State highway 265, Year Built: 1963, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 16,480 (year 2002), Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 646.705, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 7043883, Location: 2.5 MI N JCT RTS 265 & 62 (Lat: 43.118653, Lng: -78.995878), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 100 (year 2011), Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 7043883, Location: 2.5 MI N JCT RTS 265 & 62 (Lat: 43.118653, Lng: -78.995878), Route carried "under" structure: State highway 265, Year Built: 1963, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 16,480 (year 2002), Features Intersected: RTE 265, MILITARY RD, Facility Carried by Structure: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 646.705, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft)