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

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Structure Number: 180610H01840001,  Location: 0.60 MI S OF FRANKFORD RD (Lat: 32.990328,  Lng: -96.902033),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 6,067 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,000 (year 2033),  Design Load: HS 20,  Features Intersected: FURNEAUX CREEK,  Facility Carried by Structure: McCOY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180610H01855001,  Location: 0.25 MI S OF HEBRON PKWY (Lat: 33.021664,  Lng: -96.864428),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 300 (year 2033),  Features Intersected: DRAW,  Facility Carried by Structure: MEADOW LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 15.3m (50.2ft)

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: Better than present minimum 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: Bituminous

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Structure Number: 180610H02102001,  Location: 3.15 MI S OF SH 121 (Lat: 33.006178,  Lng: -96.909822),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 11,500 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,780 (year 2033),  Design Load: HS 20,  Features Intersected: DUDLEY BRANCH,  Facility Carried by Structure: OLD DENTON RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.624,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610H02102002,  Location: 3.15 MI S OF SH 121 (Lat: 33.006031,  Lng: -96.910011),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 11,500 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,780 (year 2033),  Design Load: HS 20,  Features Intersected: DUDLEY BRANCH,  Facility Carried by Structure: OLD DENTON RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.624,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610H02102003,  Location: 4.35 MI S OF SH 121 (Lat: 32.989764,  Lng: -96.909747),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 13,500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,730 (year 2034),  Design Load: HS 20,  Features Intersected: FURNEAUX CREEK,  Facility Carried by Structure: FM 2281 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.497,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610H02102004,  Location: 4.35 MI S OF SH 121 (Lat: 32.989722,  Lng: -96.909944),  Route carried "on" structure: City street ,  Year Built: 1985,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 13,500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,730 (year 2034),  Design Load: HS 20,  Features Intersected: FURNEAUX CREEK,  Facility Carried by Structure: FM 2281 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.497,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610H02210001,  Location: 0.25 MI E OF JOSEY LN (Lat: 33.006822,  Lng: -96.882139),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,770 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,741 (year 2033),  Design Load: HS 20,  Features Intersected: FURNEAUX CREEK,  Facility Carried by Structure: PETERS COLONY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: 180610H02257001,  Location: 0.30 MI S OF HEBRON PKWY (Lat: 33.020408,  Lng: -96.869736),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 9,050 (year 2013),  Average Future Daily Traffic: 14,028 (year 2033),  Design Load: HS 20,  Features Intersected: FURNEAUX CREEK TRIBUTARY,  Facility Carried by Structure: PROVINCE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 2.7m (8.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.4m (60.4ft)

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

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Structure Number: 180610H02450001,  Location: 0.20 MI N OF FRANKFORD RD (Lat: 33.000119,  Lng: -96.919817),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,060 (year 2013),  Average Future Daily Traffic: 3,392 (year 2033),  Features Intersected: DUDLEY BRANCH,  Facility Carried by Structure: ROSEMEADE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 5,  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: 7,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.3m (7.5ft)

Condition: Channel: Satisfactory,  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: November 2020

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Structure Number: 180610H02450018,  Location: 0.50 MI E OF JOSEY LN (Lat: 33.011650,  Lng: -96.879325),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 5,150 (year 2013),  Average Future Daily Traffic: 8,480 (year 2033),  Design Load: HS 20,  Features Intersected: FURNEAUX CREEK,  Facility Carried by Structure: ROSEMEADE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  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: 10,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Channel: Good,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180610H02760001,  Location: 0.01 MI S ROSEMEADE PKWY (Lat: 33.009925,  Lng: -96.898414),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,627 (year 2013),  Average Future Daily Traffic: 4,814 (year 2033),  Design Load: HS 20,  Features Intersected: DUDLEY BRANCH TRIBUTARY,  Facility Carried by Structure: STANDRIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570019603019,  Location: 2.1 Mi SE of SH 121 (Lat: 32.979208,  Lng: -96.933386),  Route carried "under" structure: Other road 35,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2016),  Features Intersected: IH 35E etc,  Facility Carried by Structure: PGBT EB
Minimum Vertical Clearance: 7.83m (25.69ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 25,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 180570019603068,  Location: 2.8 Mi NW of IH 635 (Lat: 32.946978,  Lng: -96.905764),  Route carried "under" structure: Business State highway 310,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,400 (year 2013),  Truck Traffic: 4%,  Features Intersected: Crosby Rd (LP 310),  Facility Carried by Structure: IH 35E NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 18.950,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 180570019603069,  Location: 2.8 Mi NW of IH 635 (Lat: 32.947036,  Lng: -96.906350),  Route carried "under" structure: Business State highway 310,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,400 (year 2013),  Truck Traffic: 4%,  Features Intersected: Crosby Rd (LP 310),  Facility Carried by Structure: IH 35E SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 18.998,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 180570019603095,  Location: 4.2 Mi NW of IH 635 (Lat: 32.963947,  Lng: -96.917836),  Route carried "under" structure: Interstate 35,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 174,000 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 35E,  Facility Carried by Structure: Luna Rd
Minimum Vertical Clearance: 7.09m (23.26ft),  Kilometerpoint: 51.909,  Lanes on structure: 6,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 180570019603107,  Location: 2.1 Mi SE of SH 121 (Lat: 32.979283,  Lng: -96.933678),  Route carried "under" structure: Other road 35,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2016),  Features Intersected: IH 35E etc,  Facility Carried by Structure: PGBT WB
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 7.607,  Lanes on structure: 3,  Lanes under structure: 25,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 180570019603452,  Location: IH 35E/SH 190 Interchange (Lat: 32.979942,  Lng: -96.927803),  Route carried "under" structure: ServiceState highway 190,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2011),  Features Intersected: IH35E NBFR&Trinity Mills,  Facility Carried by Structure: IH35E NB/PGBT EB
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 180570019603453,  Location: IH 35E/SH 190 Interchange (Lat: 32.980475,  Lng: -96.928386),  Route carried "under" structure: Interstate 190,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: SH 190 ML,  Facility Carried by Structure: IH35E NB/PGBT WB
Minimum Vertical Clearance: 6.76m (22.18ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 17,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.2m (250.0ft)

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Structure Number: 180570019603454,  Location: IH 35E/SH 190 Interchange (Lat: 32.983389,  Lng: -96.932328),  Route carried "under" structure: Interstate 190,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: SH 190 ML & Connectors,  Facility Carried by Structure: IH35E SB/PGBT EB
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 20,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.2m (250.0ft)

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Structure Number: 180570019603455,  Location: IH 35E/SH 190 Interchange (Lat: 32.978939,  Lng: -96.933928),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: IH 35E SBFR
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180570019603456,  Location: IH 35E/SH 190 Connectors (Lat: 32.983719,  Lng: -96.926869),  Route carried "under" structure: Interstate 35,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: IH35E & SH190 Conns.
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 21,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.0m (232.9ft)

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Structure Number: 180570019603457,  Location: IH 35E/SH 190 Interchange (Lat: 32.983261,  Lng: -96.929589),  Route carried "under" structure: Ramp Interstate 35,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: IH35E NBFR&Trinity Mills
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 180570019603458,  Location: IH 35E/SH 190 Interchange (Lat: 32.978211,  Lng: -96.933303),  Route carried "under" structure: Interstate 190,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: IH 35E & SH 190 Conns,  Facility Carried by Structure: PGBT EB/IH35E NB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 20,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 69.2m (227.0ft)

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Structure Number: 180570019603459,  Location: IH 35E/SH 190 Interchange (Lat: 32.979550,  Lng: -96.932697),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: IH 35E SBFR
Minimum Vertical Clearance: 15.04m (49.34ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.6m (175.9ft)

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Structure Number: 180570019603467,  Location: 4.5 Mi NW of IH 635 (Lat: 32.968397,  Lng: -96.919742),  Route carried "under" structure: Business City street 310,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 19,600 (year 2013),  Truck Traffic: 3%,  Features Intersected: Whitlock Lane,  Facility Carried by Structure: IH 35 E
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 16.053,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 180570019603483,  Location: 2.5 MI S. of GWB/I35E JCT (Lat: 32.951864,  Lng: -96.910264),  Route carried "under" structure: ServiceCity street ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: IH 35E SB FR,  Facility Carried by Structure: IH 35E SB FR
Minimum Vertical Clearance: 8.81m (28.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 180570019603484,  Location: 2.5 MI S. of GWB/I35E JCT (Lat: 32.952322,  Lng: -96.909294),  Route carried "under" structure: ServiceCity street ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: IH 35E NB FR,  Facility Carried by Structure: IH 35E NB FR
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 180570019603485,  Location: 2.5 MI S. of GWB/I35E JCT (Lat: 32.953997,  Lng: -96.910472),  Route carried "under" structure: City street ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: IH 35E NB FR,  Facility Carried by Structure: IH 35E NB FR
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 180570019603486,  Location: 2.5 MI S. of GWB/I35E JCT (Lat: 32.953656,  Lng: -96.911483),  Route carried "under" structure: ServiceCity street ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: IH 35E SB FR,  Facility Carried by Structure: IH 35E SB FR
Minimum Vertical Clearance: 8.02m (26.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 1805700196035,  Location: 3.0 MI NW OF IH 635 (Lat: 32.949767,  Lng: -96.908158),  Route carried "under" structure: State highway ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2017),  Truck Traffic: 2%,  Features Intersected: W BELT LINE BNSF RR etc,  Facility Carried by Structure: IH 35E
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 15,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 73.2m (240.2ft)

Structure Number: 180570296402588,  Location: 3.0 Mi N of IH 635,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: Belt Line Rd & Hutton Br,  Facility Carried by Structure: PGBT SB
Minimum Vertical Clearance: 9.68m (31.76ft),  Kilometerpoint: 3.851,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

Structure Number: 180570296402589,  Location: 3.0 Mi N of IH 635,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: Belt Line Rd & Hutton Br,  Facility Carried by Structure: PGBT NB
Minimum Vertical Clearance: 9.53m (31.27ft),  Kilometerpoint: 4.028,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

Structure Number: 180570296402592,  Location: 1.0 Mi S of IH 35E,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: Sandy Lake Rd,  Facility Carried by Structure: PGBT NB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 32.882,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

Structure Number: 180570296402593,  Location: 1.0 Mi S of IH 35E,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: Sandy Lake Rd,  Facility Carried by Structure: PGBT SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 67.592,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

Structure Number: 180570296402594,  Location: 0.8 Mi S of IH 35E,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Features Intersected: DWU Access Rd,  Facility Carried by Structure: PGBT NBFR
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 18.559,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Structure Number: 180570296402595,  Location: 0.8 Mi S of IH 35E,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Features Intersected: DWU Access Rd,  Facility Carried by Structure: PGBT NB On-Ramp
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 18.633,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Structure Number: 180570296402596,  Location: 0.8 Mi S of IH 35E,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Features Intersected: DWU Access Rd,  Facility Carried by Structure: PGBT NBML
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 20.122,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Structure Number: 180570296402598,  Location: 0.8 Mi S of IH 35E,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Features Intersected: DWU Access Rd,  Facility Carried by Structure: PGBT SBML
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 21.778,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Structure Number: 180570296402599,  Location: 0.8 Mi S of IH 35E,  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Features Intersected: DWU Access Rd,  Facility Carried by Structure: PGBT SB Off-Ramp
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 20.973,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Structure Number: 18057029640361,  Location: 1.2 Mi E of IH 35E,  Route carried "under" structure: Other road 190,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Features Intersected: SH 190,  Facility Carried by Structure: Old Denton Rd NB
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 22.598,  Lanes on structure: 5,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

Structure Number: 180570296403611,  Location: 1.9 Mi E of IH 35E,  Route carried "under" structure: Other road 190,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Features Intersected: SH 190,  Facility Carried by Structure: McCoy Rd
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 28.202,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

Structure Number: 180570296403612,  Location: 1.1 Mi E of Old Denton Rd,  Route carried "under" structure: Other road 190,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Features Intersected: SH 190,  Facility Carried by Structure: Josey Ln NB
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 15.244,  Lanes on structure: 5,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Structure Number: 180570296403613,  Location: 0.4 Mi E of Josey Ln,  Route carried "under" structure: Other road 190,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Features Intersected: SH 190,  Facility Carried by Structure: Scott Mill Rd
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 16.779,  Lanes on structure: 4,  Lanes under structure: 10,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

Structure Number: 180570296403614,  Location: 1.3 Mi E of Josey Ln,  Route carried "under" structure: Other road 190,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Features Intersected: SH 190,  Facility Carried by Structure: Kelly Blvd NB
Minimum Vertical Clearance: 7.19m (23.59ft),  Kilometerpoint: 18.094,  Lanes on structure: 5,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Structure Number: 180570296403615,  Location: 0.1 Mi E of Kelly Blvd,  Route carried "under" structure: Other road 190,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Features Intersected: SH 190 & Hutton Branch,  Facility Carried by Structure: Trinity Mills Conn
Minimum Vertical Clearance: 9.07m (29.76ft),  Kilometerpoint: 19.542,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

Structure Number: 180570296403616,  Location: 1.1 Mi E of Old Denton Rd,  Route carried "under" structure: Other road 190,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Features Intersected: SH 190,  Facility Carried by Structure: Josey Ln SB
Minimum Vertical Clearance: 6.88m (22.57ft),  Kilometerpoint: 23.717,  Lanes on structure: 5,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Structure Number: 180570296403617,  Location: 1.2 Mi E of IH 35E,  Route carried "under" structure: Other road 190,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Features Intersected: SH 190,  Facility Carried by Structure: Old Denton Rd SB
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 25.318,  Lanes on structure: 5,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

Structure Number: 180570296403618,  Location: 1.3 Mi E of Josey Rd,  Route carried "under" structure: Other road 190,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Features Intersected: SH 190,  Facility Carried by Structure: Kelly Blvd SB
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 25.321,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 180610019602288,  Location: 0.25 MI NW OF DALLAS C/L (Lat: 32.990261,  Lng: -96.943406),  Route carried "under" structure: Interstate 35,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 127,590 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 35E & ELM FK REL 2,  Facility Carried by Structure: FRANKFORD RD CONN
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 13.288,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 180610019603503,  Location: 0.2 MI S. of GWB/I35E JCT (Lat: 32.978628,  Lng: -96.926325),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 8,660 (year 2019),  Truck Traffic: 5%,  Features Intersected: IH 35E NB FR,  Facility Carried by Structure: Dickerson SE Ramp
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 180610019603505,  Location: 0.2 MI S. of GWB/I35E JCT (Lat: 32.979394,  Lng: -96.927042),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 8,660 (year 2019),  Truck Traffic: 5%,  Features Intersected: IH 35E NB FR,  Facility Carried by Structure: Dickerson NE Ramp
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 180610019603507,  Location: 0.2 MI S. of GWB/I35E JCT (Lat: 32.978636,  Lng: -96.927144),  Route carried "under" structure: Interstate 35,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 161,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: IH 35E and DCTA RR,  Facility Carried by Structure: Dickerson Pkwy
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 20,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 180610354701013,  Location: 1.20 MI NE OF IH 35E (Lat: 33.012100,  Lng: -96.942800),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2008),  Truck Traffic: 2%,  Features Intersected: HUFFINES BLVD,  Facility Carried by Structure: SH 121 NBML
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.161,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 180610354701014,  Location: 1.20 MI NE OF IH 35E (Lat: 33.012300,  Lng: -96.943000),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2008),  Truck Traffic: 2%,  Features Intersected: HUFFINES BLVD,  Facility Carried by Structure: SH 121 SBML
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.161,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 180610354701029,  Location: 4.75 MI NE OF IH 35E (Lat: 33.035600,  Lng: -96.925400),  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,  Facility Carried by Structure: CARROLLTON PKWY EB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 28.120,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 18061035470103,  Location: 2.12 MI NE OF IH 35E (Lat: 33.022200,  Lng: -96.934600),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2008),  Truck Traffic: 2%,  Features Intersected: HEBRON PARKWAY,  Facility Carried by Structure: SRT NBML
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.161,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180610354701031,  Location: 2.12 MI NE OF IH 35E (Lat: 33.022200,  Lng: -96.934600),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2008),  Truck Traffic: 2%,  Features Intersected: HEBRON PARKWAY,  Facility Carried by Structure: SH 121 SBML
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.161,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180610354701032,  Location: 4.75 MI NE OF IH 35E (Lat: 33.036000,  Lng: -96.925147),  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,  Facility Carried by Structure: CARROLLTON PKWY WB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 28.120,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)