Bridge Statistics for Fairview, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 18043000470641,  Location: 2.2 MI N OF FM 2170 (Lat: 33.130217,  Lng: -96.659222),  Route carried "on" structure: US 75,  Year Built: 1999,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 65,851 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 178,297 (year 2038),  Design Load: HS 20,  Features Intersected: FM 2786/STACY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.457,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430004706455,  Location: AT INT OF US 75 & SH 121 (Lat: 33.152967,  Lng: -96.647019),  Route carried "on" structure: US 121,  Year Built: 2011,  Status: Open,  Structure Length: 90.56m (297.11ft),  Average Daily Traffic: 953 (year 2018),  Average Future Daily Traffic: 1,334 (year 2038),  Design Load: HL 93,  Features Intersected: SH 121 & US 75,  Facility Carried by Structure: NW DIRECT CONNECT
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 3.058,  Lanes on structure: 1,  Lanes under structure: 24,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Number Of Approach Spans: 7,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430004706619,  Location: 0.7 MI S OF SH 121 (Lat: 33.148539,  Lng: -96.648633),  Route carried "on" structure: US 75,  Year Built: 2000,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 121,625 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 178,297 (year 2038),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.233,  Lanes on structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 77.4m (253.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 18043000470662,  Location: 0.45 MI S OF SH 121 (Lat: 33.152139,  Lng: -96.647275),  Route carried "on" structure: US 75,  Year Built: 2000,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 121,625 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 178,297 (year 2038),  Design Load: HS 20,  Features Intersected: SLOAN CREEK
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.830,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 69.5m (228.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 180430036404615,  Location: AT INT US 75 & SH 121 (Lat: 33.154025,  Lng: -96.646619),  Route carried "on" structure: State highway 121,  Year Built: 2011,  Status: Open,  Structure Length: 80.01m (262.50ft),  Average Daily Traffic: 2,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,116 (year 2030),  Design Load: HL 93,  Features Intersected: US75 & SH121 CONNECTORS,  Facility Carried by Structure: NE DIRECT CONN
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430139201006,  Location: 0.95 MI N OF FM 2786 (Lat: 33.141419,  Lng: -96.606775),  Route carried "on" structure: State highway 1378,  Year Built: 1981,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 6,827 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,367 (year 2038),  Design Load: HS 20,  Features Intersected: SLOAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.306,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430AA0728001,  Location: 0.10 MI NE OF CR 323 (Lat: 33.139992,  Lng: -96.576528),  Route carried "on" structure: County highway 317,  Year Built: 2017,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,269 (year 2014),  Average Future Daily Traffic: 1,000 (year 2031),  Design Load: HL 93,  Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430P00020001,  Location: 0.80 MI N OF STACY RD (Lat: 33.139294,  Lng: -96.629961),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 70 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 108 (year 2038),  Features Intersected: TRIB SLOAN CREEK,  Facility Carried by Structure: N MEANDERING WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180430P00136001,  Location: 0.2 MI N OF FM 2786 (Lat: 33.133136,  Lng: -96.621656),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 981 (year 2014),  Average Future Daily Traffic: 640 (year 2031),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: OAKWOOD TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 180430P00136002,  Location: 0.50 MI N OF FM 2786 (Lat: 33.136019,  Lng: -96.621694),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 981 (year 2014),  Average Future Daily Traffic: 640 (year 2031),  Features Intersected: DRAW,  Facility Carried by Structure: OAKWOOD TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 180430P00195001,  Location: 0.15 MI S OF PATRICIAN CT (Lat: 33.144508,  Lng: -96.617531),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 499 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 480 (year 2031),  Features Intersected: SLOAN CREEK,  Facility Carried by Structure: PARKDALE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18043000470641,  Location: 2.2 MI N OF FM 2170 (Lat: 33.130217,  Lng: -96.659222),  Route carried "under" structure: State highway 2786,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 33,987 (year 2018),  Truck Traffic: 5%,  Features Intersected: FM 2786/STACY RD,  Facility Carried by Structure: US 75 NB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 180430004706455,  Location: AT INT OF US 75 & SH 121 (Lat: 33.155231,  Lng: -96.647194),  Route carried "under" structure: ServiceUS 75,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 21,827 (year 2018),  Truck Traffic: 3%,  Features Intersected: US 75 SBFR,  Facility Carried by Structure: NW DIRECT CONNECT
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 24,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180430004706455,  Location: AT INT OF US 75 & SH 121 (Lat: 33.156317,  Lng: -96.649661),  Route carried "under" structure: Other road 121,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 45,592 (year 2018),  Truck Traffic: 6%,  Features Intersected: SH 121 SBML,  Facility Carried by Structure: NW DIRECT CONNECT
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 24,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180430004706455,  Location: AT INT OF US 75 & SH 121 (Lat: 33.156222,  Lng: -96.649192),  Route carried "under" structure: Other road 121,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 45,592 (year 2018),  Truck Traffic: 6%,  Features Intersected: SH 121 NBML,  Facility Carried by Structure: NW DIRECT CONNECT
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 24,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180430004706455,  Location: AT INT OF US 75 & SH 121 (Lat: 33.156158,  Lng: -96.648847),  Route carried "under" structure: ServiceOther road 121,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 45,592 (year 2018),  Truck Traffic: 6%,  Features Intersected: SH 121 NBFR,  Facility Carried by Structure: NW DIRECT CONNECT
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 24,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180430004706455,  Location: AT INT OF US 75 & SH 121 (Lat: 33.153722,  Lng: -96.646756),  Route carried "under" structure: ServiceUS 75,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 18,549 (year 2018),  Truck Traffic: 3%,  Features Intersected: US 75 NBFR RAMP,  Facility Carried by Structure: NW DIRECT CONNECT
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 24,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180430004706455,  Location: AT INT OF US 75 & SH 121 (Lat: 33.155114,  Lng: -96.647114),  Route carried "under" structure: ServiceUS 75,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 21,827 (year 2018),  Truck Traffic: 3%,  Features Intersected: US 75 SBML EXIT,  Facility Carried by Structure: NW DIRECT CONNECT
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 24,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180430004706455,  Location: AT INT OF US 75 & SH 121 (Lat: 33.154858,  Lng: -96.646972),  Route carried "under" structure: US 75,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 127,355 (year 2018),  Truck Traffic: 7%,  Features Intersected: US 75 SBML,  Facility Carried by Structure: NW DIRECT CONNECT
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 24,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Structure Number: 180430036404615,  Location: AT INT US 75 & SH 121,  Route carried "under" structure: Ramp State highway 75,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2012),  Truck Traffic: 9%,  Features Intersected: US75 & SH121 CONNECTORS,  Facility Carried by Structure: NE DIRECT CONN
Minimum Vertical Clearance: 8.76m (28.74ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)