Bridge Statistics for Smyrna, Delaware (DE) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1464 03,  Location: NORTH OF SMYRNA (Lat: 39.322208,  Lng: -75.609653),  Route carried "on" structure: County highway 30,  Year Built: 1990,  Status: Open,  Structure Length: 6.51m (21.36ft),  Average Daily Traffic: 2,987 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,139 (year 2016),  Design Load: HS 25,  Features Intersected: SR 1,  Facility Carried by Structure: PADDOCK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.820,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1914N08,  Location: NORTH OF SMYRNA (Lat: 39.330178,  Lng: -75.624603),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 20,545 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,550 (year 2014),  Design Load: HS 25,  Features Intersected: US 13 (DUPONT BLVD),  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.364,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 97.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1914S08,  Location: NORTH OF SMYRNA (Lat: 39.330247,  Lng: -75.625297),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 20,545 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,550 (year 2014),  Design Load: HS 25,  Features Intersected: US 13 (DUPONT BLVD),  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.869,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.6 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 2001A001,  Location: SMYRNA (Lat: 39.296944,  Lng: -75.600000),  Route carried "on" structure: US 13,  Year Built: 1940,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 22,365 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,712 (year 2016),  Design Load: H 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: DUPONT HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2001C001,  Location: SMYRNA (Lat: 39.308889,  Lng: -75.609167),  Route carried "on" structure: US 13,  Year Built: 1995,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 24,090 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,490 (year 2014),  Design Load: HS 25,  Features Intersected: SMYRNA RIVER/DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,000,  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: 2012C012,  Location: SOUTH SMYRNA (Lat: 39.291525,  Lng: -75.593397),  Route carried "on" structure: County highway 12,  Year Built: 1991,  Status: Open,  Structure Length: 6.62m (21.72ft),  Average Daily Traffic: 781 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 848 (year 2015),  Design Load: HS 25,  Features Intersected: SR 1,  Facility Carried by Structure: SMYRNA-LEIPSIC RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.914,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 82.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  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: 2064A076,  Location: EAST OF SMYRNA (Lat: 39.308297,  Lng: -75.593981),  Route carried "on" structure: County highway 64,  Year Built: 1998,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 571 (year 2005),  Truck Traffic: 6%,  Design Load: HS 25,  Features Intersected: DUCK CREEK,  Facility Carried by Structure: SMYRNA LANDING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,000,  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: 2065A065,  Location: NORTH SMYRNA (Lat: 39.308889,  Lng: -75.621389),  Route carried "on" structure: County highway 65,  Year Built: 1960,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,751 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,070 (year 2014),  Design Load: HS 20,  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007

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Structure Number: 2065C065,  Location: SMYRNA (Lat: 39.296767,  Lng: -75.600367),  Route carried "on" structure: County highway 65,  Year Built: 1982,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,453 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,353 (year 2017),  Design Load: HS 20,  Features Intersected: LAKE COMO SPILLWAY,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007

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Structure Number: 2137B137,  Location: SOUTH OF SMYRNA (Lat: 39.286667,  Lng: -75.610556),  Route carried "on" structure: County highway 137,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,983 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,755 (year 2016),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: CARTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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 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: Bituminous

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Structure Number: 2916N15,  Location: EAST OF SMYRNA (Lat: 39.297431,  Lng: -75.593314),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 11.97m (39.27ft),  Average Daily Traffic: 20,525 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,460 (year 2014),  Design Load: HS 25,  Features Intersected: MILL CREEK,  Facility Carried by Structure: KOREAN WAR VET MEM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.706,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.6m (64.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 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,  Waterway Adequacy: Equal 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2916S15,  Location: EAST OF SMYRNA (Lat: 39.297258,  Lng: -75.593489),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 11.97m (39.27ft),  Average Daily Traffic: 20,525 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,460 (year 2014),  Design Load: HS 25,  Features Intersected: MILL CREEK,  Facility Carried by Structure: KOREAN WAR VET HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.901,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.6m (64.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 1464 03,  Location: NORTH OF SMYRNA (Lat: 39.322208,  Lng: -75.609653),  Route carried "under" structure: State highway 1,  Year Built: 1990,  Structure Length: 6.51m (21.36ft),  Average Daily Traffic: 41,089 (year 2005),  Truck Traffic: 14%,  Features Intersected: SR 1,  Facility Carried by Structure: PADDOCK RD.
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 4.265,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1914N08,  Location: NORTH OF SMYRNA (Lat: 39.330178,  Lng: -75.624603),  Route carried "under" structure: US 13,  Year Built: 1993,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 22,058 (year 2005),  Truck Traffic: 12%,  Features Intersected: US 13 (DUPONT BLVD),  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 2.752,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 1914S08,  Location: NORTH OF SMYRNA (Lat: 39.330247,  Lng: -75.625297),  Route carried "under" structure: US 13,  Year Built: 1993,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 22,058 (year 2005),  Truck Traffic: 12%,  Features Intersected: US 13 (DUPONT BLVD),  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 2012C012,  Location: SOUTH SMYRNA (Lat: 39.291525,  Lng: -75.593397),  Route carried "under" structure: State highway 1,  Year Built: 1991,  Structure Length: 6.62m (21.72ft),  Average Daily Traffic: 37,747 (year 2003),  Truck Traffic: 11%,  Features Intersected: SR 1,  Facility Carried by Structure: SMYRNA-LEIPSIC RD
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 2.218,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)