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

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Structure Number: 180430F00385003,  Location: 0.8 MI W OF ALMA DR (Lat: 33.115672,  Lng: -96.710628),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 400 (year 2011),  Average Future Daily Traffic: 1,000 (year 2031),  Features Intersected: ROWLETT CREEK BRANCH,  Facility Carried by Structure: EXCHANGE PKWY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430F00390001,  Location: 0.4 MI E OF N CEDAR DRIVE (Lat: 33.105811,  Lng: -96.662647),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 100 (year 2011),  Average Future Daily Traffic: 200 (year 2031),  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: SAINT MARY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Equal to 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: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430F00410001,  Location: 0.50 MI W OF US 75 (Lat: 33.129853,  Lng: -96.669533),  Route carried "on" structure: City street 410,  Year Built: 2001,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 720 (year 2031),  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: STACY RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 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: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430F00410002,  Location: 0.50 MI W OF US 75 (Lat: 33.129683,  Lng: -96.669564),  Route carried "on" structure: City street 410,  Year Built: 2001,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 720 (year 2031),  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: STACY RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: 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: 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: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430F00416001,  Location: 0.20 MI W OF CEDAR DR (Lat: 33.113333,  Lng: -96.661464),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 50 (year 2011),  Average Future Daily Traffic: 330 (year 2031),  Features Intersected: COTTONWOOD CREEK TRIB,  Facility Carried by Structure: STATION PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430F00432001,  Location: 0.05 MI W OF ALLEN HGTS (Lat: 33.106069,  Lng: -96.641167),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 800 (year 2011),  Average Future Daily Traffic: 1,280 (year 2031),  Features Intersected: DRAW,  Facility Carried by Structure: TIMBER CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 20.1m (65.9ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430F00452001,  Location: 0.30 MI S OF SH 121 (Lat: 33.140733,  Lng: -96.676786),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 4,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,000 (year 2031),  Features Intersected: COTTONWOOD CREEK TRIB,  Facility Carried by Structure: WATTERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: 180430F00452002,  Location: 0.10 MI S OF STACY RD (Lat: 33.128583,  Lng: -96.676822),  Route carried "on" structure: City street ,  Year Built: 2005,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,789 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,000 (year 2031),  Features Intersected: COTTONWOOD CREEK TRIB,  Facility Carried by Structure: WATTERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: 180430F00452003,  Location: 0.40 MI E OF N WATTERS RD (Lat: 33.143511,  Lng: -96.671381),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 1,063 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,488 (year 2038),  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: RIDGEVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430F00452004,  Location: 0.70 MI N OF STACY RD (Lat: 33.138669,  Lng: -96.670961),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 230 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 345 (year 2038),  Design Load: HL 93,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: STARCREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430F00452005,  Location: 0.40 MI N OF W EXCHANGE (Lat: 33.120519,  Lng: -96.686811),  Route carried "on" structure: City street ,  Year Built: 2007,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 750 (year 2038),  Features Intersected: TRIB WATTERS CREEK,  Facility Carried by Structure: BRAY CENTRAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 28.9m (94.8ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430F00452006,  Location: 0.60 MI SW OF STACY RD (Lat: 33.130300,  Lng: -96.696350),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 1,063 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,488 (year 2038),  Features Intersected: WATTERS CREEK,  Facility Carried by Structure: RIDGEVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430F00453001,  Location: 0.40 MI S OF MCDERMOTT (Lat: 33.095539,  Lng: -96.685272),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,637 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,892 (year 2038),  Features Intersected: TRIB WATTERS CREEK,  Facility Carried by Structure: S WATTERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 55.7m (182.7ft)

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,  Deck Geometry: High priority of replacement,  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: Monolithic Concrete

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Structure Number: 180430F02502001,  Location: 0.10 MI W OF N WATTERS RD (Lat: 33.111208,  Lng: -96.683011),  Route carried "on" structure: City street ,  Year Built: 2015,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 163 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 163 (year 2039),  Features Intersected: DRAW,  Facility Carried by Structure: KENNEDY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft)

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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 180430LA2507001,  Location: 0.40 MI N OF MCDERMOTT (Lat: 33.106625,  Lng: -96.687481),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 230 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 345 (year 2038),  Features Intersected: TRIB WATTERS CREEK,  Facility Carried by Structure: BENTON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 27.4m (89.9ft)

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: High priority of replacement,  Waterway Adequacy: Better than 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: Monolithic Concrete

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Structure Number: 180430LA2583001,  Location: 0.10 MI W OF FM 2551 (Lat: 33.082492,  Lng: -96.622150),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 230 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 345 (year 2038),  Features Intersected: MAXWELL CREEK,  Facility Carried by Structure: BUR OAK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Better than 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: Monolithic Concrete

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Structure Number: 180430LA2640001,  Location: 0.20 MI W OF FM 2551 (Lat: 33.076528,  Lng: -96.623222),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 230 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 345 (year 2038),  Features Intersected: MAXWELL CREEK,  Facility Carried by Structure: CHAPARRAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Channel: Very 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: High priority of replacement,  Waterway Adequacy: Better than 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: Monolithic Concrete

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Structure Number: 180430LA3156001,  Location: 0.03 MI E OF WATER OAK DR (Lat: 33.084150,  Lng: -96.622392),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 230 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 345 (year 2038),  Features Intersected: MAXWELL CREEK,  Facility Carried by Structure: MOUNTAIN LAUREL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Channel: Very 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430LA3394001,  Location: 0.01 MI S OF PINE BLUFF (Lat: 33.090789,  Lng: -96.635403),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 230 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 345 (year 2038),  Features Intersected: DRAW,  Facility Carried by Structure: SEMINOLE TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.6m (51.2ft)

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,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430LA3408001,  Location: 0.20 MI W OF FM 2551 (Lat: 33.079719,  Lng: -96.623006),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 163 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 163 (year 2039),  Design Load: HS 20,  Features Intersected: MAXWELL CREEK,  Facility Carried by Structure: SHELLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: October 2020

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Structure Number: 180430LA3679001,  Location: 0.04 MI W OF SHALLOWATER (Lat: 33.102247,  Lng: -96.726833),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 163 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 163 (year 2039),  Features Intersected: TRIB ROWLETT CREEK,  Facility Carried by Structure: WOODLAND POND DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 23.6m (77.4ft)

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: Equal to 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430T01218001,  Location: 0.08 MI N OF W MCDERMOTT (Lat: 33.101956,  Lng: -96.727567),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,923 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,092 (year 2039),  Features Intersected: TRIB ROWLETT CREEK,  Facility Carried by Structure: SHALLOWATER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.122,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 18.3m (60.0ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430T01363001,  Location: 0.50 MI S OF EXCHANGE PKY (Lat: 33.107583,  Lng: -96.686400),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 750 (year 2038),  Features Intersected: TRIB WATTERS CREEK,  Facility Carried by Structure: BRAY CENTRAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 33.5m (109.9ft)

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: High priority of replacement,  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: Monolithic Concrete

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Structure Number: 180430004706102,  Location: 1.10 MI N OF FM 2786 (Lat: 33.144081,  Lng: -96.651222),  Route carried "under" structure: US 75,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 127,355 (year 2018),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: RIDGEVIEW DR
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 4.688,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 180430004706302,  Location: 0.80 MI S OF FM 2170 (Lat: 33.090722,  Lng: -96.681197),  Route carried "under" structure: Alternate City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 21,346 (year 2018),  Truck Traffic: 3%,  Features Intersected: BETHANY DRIVE,  Facility Carried by Structure: US 75 NB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 7.582,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 180430004706303,  Location: 0.80 MI S OF FM 2170 (Lat: 33.090633,  Lng: -96.681500),  Route carried "under" structure: Alternate City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 21,346 (year 2018),  Truck Traffic: 3%,  Features Intersected: BETHANY DRIVE,  Facility Carried by Structure: US 75 SB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 7.582,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1804300047064,  Location: AT INT OF US 75 & FM 2170 (Lat: 33.102256,  Lng: -96.677567),  Route carried "under" structure: State highway 2710,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 38,486 (year 2018),  Truck Traffic: 3%,  Features Intersected: FM 2170 (MCDERMOTT DR),  Facility Carried by Structure: US 75 NB
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 5.206,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 180430004706401,  Location: AT INT OF US 75 & FM 2170 (Lat: 33.101856,  Lng: -96.678150),  Route carried "under" structure: State highway 2710,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 38,486 (year 2018),  Truck Traffic: 3%,  Features Intersected: FM 2170 (MCDERMOTT DR),  Facility Carried by Structure: US 75 SB
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 5.206,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 180430004706403,  Location: 1.10 MI N OF FM 2170 (Lat: 33.117147,  Lng: -96.670678),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 127,355 (year 2018),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: EXCHANGE PKWY WB
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 84.201,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 180430004706409,  Location: 0.70 MI N OF FM 2170 (Lat: 33.112344,  Lng: -96.673411),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 139,500 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: ALLEN DRIVE
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 8.790,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 180430004706411,  Location: 2.2 MI N OF FM 2170 (Lat: 33.130258,  Lng: -96.569672),  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 SB
Minimum Vertical Clearance: 5.79m (19.00ft),  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: 180430004706429,  Location: 1.10 MI N OF FM 2170 (Lat: 33.116589,  Lng: -96.670175),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 127,355 (year 2018),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: EXCHANGE PKWY EB
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 84.201,  Lanes on structure: 10,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 180430004706617,  Location: AT INT US 75 & SH 121 (Lat: 33.157517,  Lng: -96.646161),  Route carried "under" structure: ServiceUS 75,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 111,013 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 75 SBFR,  Facility Carried by Structure: SH 121 NBML
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 3.101,  Lanes on structure: 2,  Lanes under structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 18043003640444,  Location: 1.6 MI NE OF FM 2478 (Lat: 33.134489,  Lng: -96.706908),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 14,293 (year 2018),  Truck Traffic: 3%,  Features Intersected: ALMA DRIVE,  Facility Carried by Structure: SH 121 NB
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 180430036404441,  Location: 1.6 MI NE OF FM 2478 (Lat: 33.134558,  Lng: -96.706725),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 14,293 (year 2018),  Truck Traffic: 3%,  Features Intersected: ALMA DRIVE,  Facility Carried by Structure: SH 121 SB
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 180430036404443,  Location: 3.4 MI NE OF FM 2478 (Lat: 33.144664,  Lng: -96.679175),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 45,157 (year 2018),  Truck Traffic: 3%,  Features Intersected: LAKE FOREST DRIVE,  Facility Carried by Structure: SRT NB
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 180430036404444,  Location: 4.5 MI W OF US 75 (Lat: 33.128969,  Lng: -96.721186),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 20,560 (year 2018),  Truck Traffic: 3%,  Features Intersected: ROWLETT CK & EXCHGE PKWY,  Facility Carried by Structure: SH 121 NB ML
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180430036404447,  Location: 3.4 MI NE OF FM 2478 (Lat: 33.144764,  Lng: -96.679233),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 45,157 (year 2010),  Truck Traffic: 3%,  Features Intersected: LAKE FOREST DRIVE,  Facility Carried by Structure: SH 121 SB
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 180430036404448,  Location: 4.6 MI W OF US 75 (Lat: 33.129325,  Lng: -96.721608),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 20,560 (year 2018),  Truck Traffic: 3%,  Features Intersected: ROWLETT CK & EXCHGE PKWY,  Facility Carried by Structure: SH 121 SB ML
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180430036404449,  Location: 2.6 MI NE OF FM 2478 (Lat: 33.140217,  Lng: -96.691483),  Route carried "under" structure: City street 121,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 24,304 (year 2018),  Truck Traffic: 3%,  Features Intersected: STACY ROAD
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 18043003640445,  Location: 2.6 MI NE OF FM 2478 (Lat: 33.139842,  Lng: -96.691256),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 24,304 (year 2018),  Truck Traffic: 3%,  Features Intersected: STACY ROAD,  Facility Carried by Structure: SH 121 NB
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 18043003640446,  Location: 1.1 MI WEST OF US 75 (Lat: 33.150739,  Lng: -96.663400),  Route carried "under" structure: County highway ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 18,889 (year 2018),  Truck Traffic: 3%,  Features Intersected: HARDIN BLVD,  Facility Carried by Structure: SRT NB ML
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 180430036404462,  Location: 0.9 MI W OF US 75 (Lat: 33.151275,  Lng: -96.660947),  Route carried "under" structure: Ramp Other road 121,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2011),  Truck Traffic: 7%,  Features Intersected: SH 121 NB ENT RAMP
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Structure Number: 180430036404612,  Location: AT INT US 75 & SH 121,  Route carried "under" structure: US 75,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 91,260 (year 2010),  Truck Traffic: 11%,  Features Intersected: US 75 & SH 121,  Facility Carried by Structure: E-N DIRECT CONN
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

Structure Number: 180430036404613,  Location: SH 121 & US 75,  Route carried "under" structure: US 75,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 91,260 (year 2010),  Truck Traffic: 11%,  Features Intersected: US 75,  Facility Carried by Structure: SH 121 NB FR
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.101,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

Structure Number: 180430036404616,  Location: AT INT US 75 & SH 121,  Route carried "under" structure: ServiceState highway 121,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2012),  Truck Traffic: 7%,  Features Intersected: US 75 SBFR & SH 121 NBFR
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)