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

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Structure Number: 180610C00835002,  Location: 0.15 MI N OF VALLEY PKWY (Lat: 33.054747,  Lng: -97.023517),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 8,200 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,600 (year 2037),  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: OLD ORCHARD LN
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 180610C00837001,  Location: 0.15 M S OF VALLEY RIDGE (Lat: 33.053906,  Lng: -97.019017),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 5,300 (year 2017),  Average Future Daily Traffic: 8,800 (year 2037),  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: N SUMMIT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  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: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 180610C00987001,  Location: 0.2 Mi N of IH 35E NB FR (Lat: 33.004747,  Lng: -96.960811),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 500 (year 2020),  Average Future Daily Traffic: 750 (year 2040),  Design Load: HL 93,  Features Intersected: Timber Creek,  Facility Carried by Structure: Arthurs Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180610C00997001,  Location: 0.05 MI E OF IH 35E NBFR (Lat: 33.009067,  Lng: -96.969792),  Route carried "on" structure: City street ,  Year Built: 1986,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 15,965 (year 2017),  Average Future Daily Traffic: 19,500 (year 2037),  Design Load: HS 20,  Features Intersected: TIMBER CREEK,  Facility Carried by Structure: HEBRON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 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 desirable criteria,  Length Of Structure Improvement: 9.11m (29.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $280,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610C00997003,  Location: 0.55 MI E OF IH 35E (Lat: 33.011972,  Lng: -96.965211),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 24,143 (year 2017),  Average Future Daily Traffic: 44,255 (year 2037),  Features Intersected: TRIB OF TIMBER CR,  Facility Carried by Structure: HEBRON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: August 2021

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Structure Number: 180610C01083001,  Location: 0.25 MI N OF FM 1171 (Lat: 33.047717,  Lng: -97.016058),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,150 (year 2017),  Average Future Daily Traffic: 8,500 (year 2037),  Features Intersected: TRIB OF PRAIRIE CR,  Facility Carried by Structure: N SUMMIT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  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: 1.5m (4.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 180610C01165001,  Location: 1.20 MI N OF FM 1171 (Lat: 33.053753,  Lng: -97.028039),  Route carried "on" structure: City street ,  Year Built: 1979,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 9,670 (year 2017),  Average Future Daily Traffic: 17,728 (year 2037),  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: N VALLEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.4m (7.9ft)

Condition: Channel: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $50,000

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Structure Number: 180610C01165002,  Location: 1.35 MI S OF FM 1171 (Lat: 33.022667,  Lng: -97.019308),  Route carried "on" structure: City street ,  Year Built: 1984,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 4,910 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,006 (year 2037),  Design Load: HS 20,  Features Intersected: TIMBER CREEK,  Facility Carried by Structure: S VALLEY PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.794,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610C01165003,  Location: 1.35 MI S OF FM 1171 (Lat: 33.022667,  Lng: -97.019233),  Route carried "on" structure: City street ,  Year Built: 1984,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 4,913 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,006 (year 2037),  Design Load: HS 20,  Features Intersected: TIMBER CREEK,  Facility Carried by Structure: S VALLEY PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.794,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610C01171001,  Location: 0.80 MI W OF MACARTHUR BL (Lat: 32.987136,  Lng: -96.985361),  Route carried "on" structure: ServiceOther road 121,  Year Built: 1989,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 2,500 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,500 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF DENTON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 180610C01171002,  Location: 0.80 MI W OF MACARTHUR BL (Lat: 32.986031,  Lng: -96.985475),  Route carried "on" structure: ServiceOther road 121,  Year Built: 1989,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 2,500 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,500 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF DENTON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610C01171003,  Location: 0.35 MI E OF MACARTHUR BL (Lat: 32.994275,  Lng: -96.968433),  Route carried "on" structure: ServiceOther road 121,  Year Built: 1989,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 2,500 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,500 (year 2033),  Design Load: HS 20,  Features Intersected: CANAL - TRIB DENTON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 180610C01171004,  Location: 0.35 MI E OF MACARTHUR BL (Lat: 32.993433,  Lng: -96.968436),  Route carried "on" structure: ServiceOther road 121,  Year Built: 1989,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 2,500 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,500 (year 2033),  Design Load: HS 20,  Features Intersected: CANAL - TRIB DENTON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610C01173001,  Location: 0.05 MI E OF IH 35E NBFR (Lat: 33.010378,  Lng: -96.974222),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 500 (year 2013),  Average Future Daily Traffic: 800 (year 2033),  Design Load: HS 20,  Features Intersected: TIMBER CREEK,  Facility Carried by Structure: WATERS RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  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: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180610C01173002,  Location: 0.60 MI NE OF IH 35E (Lat: 33.016431,  Lng: -96.969631),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 500 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,000 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB OF TIMBER CREEK,  Facility Carried by Structure: WATERS RIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 20.4m (66.9ft)

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

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Structure Number: 180610E00575001,  Location: 0.20 MI S OF VALLEY PKWY (Lat: 33.057039,  Lng: -97.044428),  Route carried "on" structure: City street ,  Year Built: 1992,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 2,600 (year 2013),  Average Future Daily Traffic: 6,000 (year 2033),  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: KIRKPATRICK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m

Condition: Channel: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 180610H01570007,  Location: 0.85 MI N OF HEBRON PKWY (Lat: 33.036581,  Lng: -96.884150),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,150 (year 2013),  Average Future Daily Traffic: 8,480 (year 2033),  Design Load: HS 20,  Features Intersected: INDIAN CREEK TRIBUTARY,  Facility Carried by Structure: NORTH JOSEY LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: November 2020

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Structure Number: 180610LP1142001,  Location: 0.35 MI S OF FM 1171 (Lat: 33.039114,  Lng: -97.014303),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,000 (year 2040),  Features Intersected: Timber Creek Trib,  Facility Carried by Structure: Surf St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  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: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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,  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: 180610MM0298002,  Location: 0.26 MI E OF PLANO PKWY (Lat: 33.057989,  Lng: -96.895100),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 6,061 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,000 (year 2037),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: WINDHAVEN PKWY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal 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: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very 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: High priority of corrective action,  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 Cast-file-Place

Structure Number: 180570354702019,  Location: 2.25 Mi SW of IH 35E,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: Denton Tap Rd,  Facility Carried by Structure: SRT SB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 4.249,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

Structure Number: 18057035470202,  Location: 2.25 Mi SW of IH 35E,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: Denton Tap Rd,  Facility Carried by Structure: SRT NB
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 4.225,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 180610019602056,  Location: 1.45 MI NW OF SH 121 BUS (Lat: 33.046286,  Lng: -97.008681),  Route carried "under" structure: Interstate 35,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 164,970 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 35E,  Facility Carried by Structure: FM 1171
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 10.797,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 180610019602192,  Location: 4.25 MI NW OF DALLAS C/L (Lat: 33.030400,  Lng: -96.992564),  Route carried "under" structure: State highway 121,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 28,220 (year 2013),  Truck Traffic: 7%,  Features Intersected: SH 121 BUS,  Facility Carried by Structure: IH 35E NBFR
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 17.477,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 180610019602193,  Location: 4.25 MI NW OF DALLAS C/L (Lat: 33.030164,  Lng: -96.992711),  Route carried "under" structure: State highway 121,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 25,980 (year 2013),  Truck Traffic: 7%,  Features Intersected: SH 121 BUS,  Facility Carried by Structure: IH 35E NBML
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 16.213,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 180610019602194,  Location: 4.25 MI NW OF DALLAS C/L (Lat: 33.029900,  Lng: -96.993197),  Route carried "under" structure: State highway 121,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 25,980 (year 2013),  Truck Traffic: 7%,  Features Intersected: SH 121 BUS,  Facility Carried by Structure: IH 35E SBFR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 16.274,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 180610019602212,  Location: 3.20 MI NW OF DALLAS C/L (Lat: 33.018064,  Lng: -96.983144),  Route carried "under" structure: Interstate 35,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 153,070 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 35E,  Facility Carried by Structure: CORPORATE DR
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 6.877,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.4m (63.6ft)

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Structure Number: 180610019602213,  Location: 4.25 MI NW OF DALLAS C/L (Lat: 33.030097,  Lng: -96.992947),  Route carried "under" structure: State highway 121,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 25,980 (year 2013),  Truck Traffic: 7%,  Features Intersected: SH 121 BUS,  Facility Carried by Structure: IH 35E SBML
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 16.185,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 180610019602262,  Location: 2.20 MI NW OF SH 121 BUS (Lat: 33.056003,  Lng: -97.012022),  Route carried "under" structure: Interstate 35,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 127,590 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 35E,  Facility Carried by Structure: VALLEY RIDGE BL WB
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 12.844,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180610019602263,  Location: 2.20 MI NW OF SH 121 BUS (Lat: 33.055900,  Lng: -97.011186),  Route carried "under" structure: Interstate 35,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 127,590 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 35E,  Facility Carried by Structure: VALLEY RIDGE BL EB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 12.847,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180610019602292,  Location: 1.39 MI NW OF DALLAS C/L (Lat: 33.000117,  Lng: -96.959675),  Route carried "under" structure: Interstate 35,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 153,070 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 35E,  Facility Carried by Structure: SH 121 SBFR
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 3.476,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 180610019602293,  Location: 1.32 MI NW OF DALLAS C/L (Lat: 32.999333,  Lng: -96.958803),  Route carried "under" structure: Interstate 35,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 153,070 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 35E,  Facility Carried by Structure: SH 121 NBFR
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 3.476,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 18061001960232,  Location: 2.25 MI NW OF DALLAS C/L (Lat: 33.006889,  Lng: -96.972200),  Route carried "under" structure: Interstate 35,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 153,070 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 35E,  Facility Carried by Structure: FM 3040
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 5.277,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 180610019602372,  Location: IH35E/SH121 INTERCHANGE (Lat: 32.995342,  Lng: -96.965017),  Route carried "under" structure: Interstate 35,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 153,070 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH35E L VISTA DR TIMB CR,  Facility Carried by Structure: SH 121 TOLL SBML
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.845,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 180610019602373,  Location: IH35E SH121 INTERCHANGE (Lat: 32.995150,  Lng: -96.964797),  Route carried "under" structure: Interstate 35,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 153,070 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH35E L VISTA DR TIMB CR,  Facility Carried by Structure: SH 121 TOLL NBML
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.821,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 180610019602375,  Location: IH 35E/SH121 INTERCHANGE (Lat: 32.998200,  Lng: -96.955600),  Route carried "under" structure: Other road 121,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: W-S CONN/SH 121,  Facility Carried by Structure: CONNECTOR N-W
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 3.476,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.6m (248.0ft)

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Structure Number: 180610019602376,  Location: IH 35E/SH121 INTERCHANGE (Lat: 32.997800,  Lng: -96.961200),  Route carried "under" structure: Other road 121,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: IH 35E SBFR/SH 121 NBFR,  Facility Carried by Structure: CONNECTOR E-S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.476,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.8m (219.2ft)

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Structure Number: 180610019602377,  Location: IH 35E/SH121 INTERCHANGE (Lat: 32.996600,  Lng: -96.954700),  Route carried "under" structure: Other road 35,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2010),  Truck Traffic: 6%,  Features Intersected: IH 35E/SH 121/TIMBER CRK,  Facility Carried by Structure: CONNECTOR W-S
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 45.305,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 70.1m (230.0ft)

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Structure Number: 180610019602378,  Location: IH 35E/SH121 INTERCHANGE (Lat: 32.996603,  Lng: -96.952583),  Route carried "under" structure: Other road 35,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2008),  Truck Traffic: 5%,  Features Intersected: IH 35E NBFR/ TIMBER CRK,  Facility Carried by Structure: CONNECTOR N-E
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 18.437,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 180610019602437,  Location: IH 35E/SH 121 INTERCHANGE (Lat: 32.999861,  Lng: -96.960089),  Route carried "under" structure: Interstate 35,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 141,790 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 35E
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 3.927,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 180610019602438,  Location: IH 35E/SH 121 INTERCHANGE (Lat: 32.999111,  Lng: -96.958764),  Route carried "under" structure: Interstate 35,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 153,070 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 35E
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 3.780,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 180610019602449,  Location: 6.3 Mi NW of Sam Rayburn (Lat: 33.072094,  Lng: -97.019739),  Route carried "under" structure: State highway 407,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 18,762 (year 2019),  Truck Traffic: 5%,  Features Intersected: FM 407,  Facility Carried by Structure: IH 35E EXPRESS LNS
Minimum Vertical Clearance: 6.28m (20.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 18061001960245,  Location: 3.3 Mi NW of SH 121 BUS (Lat: 33.071550,  Lng: -97.020092),  Route carried "under" structure: State highway 407,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 14,546 (year 2017),  Truck Traffic: 3%,  Features Intersected: FM 407,  Facility Carried by Structure: IH 35E NBML
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 180610019602451,  Location: 6.2 Mi NW of Sam Rayburn (Lat: 33.071717,  Lng: -97.020153),  Route carried "under" structure: State highway 407,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 18,762 (year 2019),  Truck Traffic: 10%,  Features Intersected: FM 407,  Facility Carried by Structure: IH 35E SB ML
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 180610019602479,  Location: 4.25 Mi NW dof SH 121 BUS (Lat: 33.084397,  Lng: -97.026458),  Route carried "under" structure: Interstate 35,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 131,400 (year 2011),  Truck Traffic: 9%,  Features Intersected: IH 35E & UPRR,  Facility Carried by Structure: GARDEN RIDGE BLVD
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 15.377,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 180610019602509,  Location: IH 35/SH 121 Interchange (Lat: 32.998561,  Lng: -96.960789),  Route carried "under" structure: Other road 121,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 22,409 (year 2017),  Truck Traffic: 6%,  Features Intersected: SH 121
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 25,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 18061001960251,  Location: IH 35/SH 121 Interchange (Lat: 32.999722,  Lng: -96.959167),  Route carried "under" structure: Other road 121,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 22,409 (year 2017),  Truck Traffic: 6%,  Features Intersected: SH 121
Minimum Vertical Clearance: 13.72m (45.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 28,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: 180610019602511,  Location: IH35 / SH121 INTERCHANGE (Lat: 33.000022,  Lng: -96.961039),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 5,823 (year 2017),  Truck Traffic: 3%,  Features Intersected: IH 35E SB FR
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 180610019602512,  Location: IH35 / SH121 INTERCHANGE (Lat: 33.002750,  Lng: -96.963136),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 5,350 (year 2017),  Truck Traffic: 3%,  Features Intersected: DC SH121WB-IH35NB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180610019602513,  Location: 0.75 MI NW OF SH 121 BUS (Lat: 33.038217,  Lng: -97.001919),  Route carried "under" structure: Interstate 35,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 164,970 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 35E,  Facility Carried by Structure: FOX AVE & PED XING
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 9.693,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 180610036403086,  Location: 1.80 MI S OF IH 35E (Lat: 33.000714,  Lng: -96.994231),  Route carried "under" structure: Business State highway 121,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2010),  Truck Traffic: 7%,  Features Intersected: SH 121 BUS
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 12.905,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 180610036403087,  Location: 1.80 MI S OF IH 35E (Lat: 33.003672,  Lng: -96.993797),  Route carried "under" structure: Business State highway 121,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2013),  Truck Traffic: 7%,  Features Intersected: SH 121 BUS,  Facility Carried by Structure: FM 3040 WB
Minimum Vertical Clearance: 6.38m (20.93ft),  Kilometerpoint: 12.823,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180610036403088,  Location: 1.80 MI S OF IH 35E (Lat: 33.003511,  Lng: -96.993067),  Route carried "under" structure: Business State highway 121,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2013),  Truck Traffic: 7%,  Features Intersected: SH 121 BUS,  Facility Carried by Structure: FM 3040 EB
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 12.794,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180610036403105,  Location: 0.8 MI SW OF FM 423 (Lat: 33.060006,  Lng: -96.901772),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2013),  Features Intersected: CASTLE HILLS /STANDRIDGE,  Facility Carried by Structure: SRT SBML
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 3.219,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 180610036403106,  Location: 0.8 MI SW OF FM 423 (Lat: 33.059600,  Lng: -96.901700),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2013),  Features Intersected: CASTLE HILLS /STANDRIDGE,  Facility Carried by Structure: SRT NBML
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.219,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 180610036403172,  Location: 6.5 MI NE OF IH 35E (Lat: 33.065600,  Lng: -96.889400),  Route carried "under" structure: State highway 423,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: FM 423,  Facility Carried by Structure: SH 121 SBML
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 9.777,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 180610036403173,  Location: 6.5 MI NE OF IH 35E (Lat: 33.065300,  Lng: -96.889300),  Route carried "under" structure: State highway 423,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: FM 423,  Facility Carried by Structure: SH 121 NBML
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 9.777,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

Structure Number: 180610354701003,  Location: 4.75 MI NE OF IH 35E,  Route carried "under" structure: Other road 121,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2013),  Features Intersected: SH 121 TOLL
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 9.366,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

Structure Number: 180610354701009,  Location: 4.70 MI NE OF IH 35E,  Route carried "under" structure: Other road 121,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2013),  Features Intersected: SH 121 TOLL,  Facility Carried by Structure: FM 2281 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.431,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Structure Number: 180610354701015,  Location: 4.70 MI NE OF IH 35E,  Route carried "under" structure: Other road 121,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2013),  Features Intersected: SH 121 TOLL,  Facility Carried by Structure: FM 2281 SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.447,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Structure Number: 180610354701023,  Location: 1.10 MI W OF IH 35E,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 2%,  Features Intersected: MACARTHUR BLVD,  Facility Carried by Structure: SRT SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.161,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

Structure Number: 180610354701024,  Location: 1.10 MI W OF IH 35E,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 2%,  Features Intersected: MACARTHUR BLVD,  Facility Carried by Structure: SRT NB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.161,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

Structure Number: 180610354701037,  Location: 4.00 MI NE OF IH 35E,  Route carried "under" structure: Other road 121,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2013),  Truck Traffic: 6%,  Features Intersected: SH 121 TOLL,  Facility Carried by Structure: FM 544 EB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 9.994,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

Structure Number: 180610354701038,  Location: 4.00 MI NE OF IH 35E,  Route carried "under" structure: Other road 121,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2013),  Truck Traffic: 6%,  Features Intersected: SH 121 TOLL,  Facility Carried by Structure: FM 544 WB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 10.010,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)