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

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Structure Number: 180570F88952001,  Location: 0.05 MI E OF NW 9TH ST (Lat: 32.755100,  Lng: -97.014539),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 600 (year 2011),  Average Future Daily Traffic: 800 (year 2031),  Design Load: HS 20,  Features Intersected: HOLIDAY HILLS CHANNEL,  Facility Carried by Structure: TURNER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570F99010004,  Location: 0.30 MI N OF CARRIER PKWY (Lat: 32.787842,  Lng: -97.031475),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 5,352 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,493 (year 2037),  Design Load: HS 20,  Features Intersected: W FK TRINITY RIVER,  Facility Carried by Structure: ROY ORR BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.758,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570F99010005,  Location: 0.30 MI N OF CARRIER PKWY (Lat: 32.787842,  Lng: -97.031528),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 5,352 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,493 (year 2037),  Features Intersected: WEST FORK OF TRINITY,  Facility Carried by Structure: ROY ORR BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.758,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570F99998001,  Location: 1.0 MI E OF LK RIDGE PK (Lat: 32.633508,  Lng: -97.030792),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 650 (year 2011),  Average Future Daily Traffic: 750 (year 2031),  Design Load: HS 20,  Features Intersected: JOE POOL LAKE TRIB,  Facility Carried by Structure: MAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 180570LK5528001,  Location: 0.4 MI W OF S BELT LINE (Lat: 32.742236,  Lng: -97.001772),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,440 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,400 (year 2039),  Design Load: HS 20,  Features Intersected: Henry Branch,  Facility Carried by Structure: E Grand Prairie Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

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

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Structure Number: 180570LK5682001,  Location: 1.3 MI SW of Lake Ridge P (Lat: 32.556564,  Lng: -97.021661),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 231 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 462 (year 2039),  Design Load: HS 20,  Features Intersected: HOLLINGS BRANCH,  Facility Carried by Structure: GLEN EAGLES DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570TL0165001,  Location: 0.3 MI S of Forum Dr (Lat: 32.678647,  Lng: -97.030308),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 288 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 576 (year 2039),  Design Load: HL 93,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: SARA JANE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 22.1m (72.5ft)

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

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Structure Number: 180710017204196,  Location: 4.1 MI NW OF US 67 (Lat: 32.513075,  Lng: -97.067717),  Route carried "on" structure: US 287,  Year Built: 1997,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 14,534 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,950 (year 2033),  Design Load: HS 20,  Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180710017204197,  Location: 3.6 MI NW OF US 67 (Lat: 32.509136,  Lng: -97.062133),  Route carried "on" structure: US 287,  Year Built: 1998,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 17,858 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,510 (year 2033),  Design Load: HS 20,  Features Intersected: SOAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.379,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180710017204202,  Location: 4.0 MI NW OF US 67 (Lat: 32.512839,  Lng: -97.067036),  Route carried "on" structure: US 287,  Year Built: 2005,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 14,859 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,950 (year 2033),  Design Load: HS 20,  Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.695,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180710017204204,  Location: 3.05 MI NW OF US 67 (Lat: 32.504242,  Lng: -97.055006),  Route carried "on" structure: US 287,  Year Built: 2003,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 21,187 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,510 (year 2033),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.325,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180710017204205,  Location: 3.05 MI NW OF US 67 (Lat: 32.504019,  Lng: -97.055225),  Route carried "on" structure: US 287,  Year Built: 2003,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 17,858 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,510 (year 2033),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.325,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180710017204206,  Location: 3.6 MI NW OF US 67 (Lat: 32.509328,  Lng: -97.061936),  Route carried "on" structure: US 287,  Year Built: 2005,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 21,187 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,510 (year 2033),  Design Load: HS 20,  Features Intersected: SOAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.443,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180710104901004,  Location: 1.00 MI N OF US 287 (Lat: 32.525717,  Lng: -97.064553),  Route carried "on" structure: State highway 661,  Year Built: 1960,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 1,089 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,110 (year 2033),  Design Load: H 15,  Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.390,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180710104901008,  Location: 2.6 MI N OF US 287 (Lat: 32.546897,  Lng: -97.064272),  Route carried "on" structure: State highway 661,  Year Built: 1985,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 904 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 960 (year 2033),  Design Load: HS 20,  Features Intersected: BRITTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.986,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180710LI0993002,  Location: 0.70 MI SW OF US 287 (Lat: 32.501994,  Lng: -97.069392),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 280 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 392 (year 2039),  Features Intersected: SOAP CREEK,  Facility Carried by Structure: PRAIRIE RIDGE WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180710LI0993003,  Location: 0.70 MI SW OF US 287 (Lat: 32.501667,  Lng: -97.069950),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 280 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 392 (year 2039),  Features Intersected: SOAP CREEK,  Facility Carried by Structure: PRAIRIE RIDGE EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 11.2m (36.7ft)

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

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Structure Number: 22200106802307,  Location: 1.5 MI E OF SH-360 (Lat: 32.759522,  Lng: -97.037025),  Route carried "under" structure: Interstate 30,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 94,000 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: DUNCAN-PERRY ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 49.515,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 22200226602002,  Location: 2.2 MI S OF SH-183 (Lat: 32.805308,  Lng: -97.053517),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 3,040 (year 2009),  Features Intersected: RIVERSIDE PARKWAY,  Facility Carried by Structure: SH 360 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 5.478,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 22200226602012,  Location: 1.1 MI S OF IH-20 (Lat: 32.660883,  Lng: -97.062314),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 18,360 (year 2009),  Features Intersected: SE GREEN OAKS/FISH CREEK,  Facility Carried by Structure: SH 360 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 5.633,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 80.8m (265.1ft)

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Structure Number: 22200226602019,  Location: 2.2 MI S OF SH-183 (Lat: 32.805308,  Lng: -97.053631),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,040 (year 2009),  Features Intersected: RIVERSIDE PARKWAY,  Facility Carried by Structure: SH 360 SB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 5.478,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 22200226602046,  Location: 3.16 MI S OF SH 183 (Lat: 32.793364,  Lng: -97.056697),  Route carried "under" structure: State highway 360,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 133,170 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH-360,  Facility Carried by Structure: POST & PADDOCK RD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 14.571,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 22200226602047,  Location: 3.73 MI S OF SH 183 (Lat: 32.785300,  Lng: -97.059000),  Route carried "under" structure: State highway 360,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 133,170 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH-360,  Facility Carried by Structure: W N. CARRIER PKWY
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 15.474,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 22200226602048,  Location: 4.2 MI S OF SH-183 (Lat: 32.778961,  Lng: -97.060844),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 5,490 (year 2009),  Features Intersected: FOUNTAIN PARKWAY,  Facility Carried by Structure: SH360 NBL
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 22200226602053,  Location: 1.1 MI S OF IH-20 (Lat: 32.660592,  Lng: -97.062628),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 18,360 (year 2009),  Features Intersected: SE GREEN OAKS/FISH CREEK,  Facility Carried by Structure: SH 360 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 5.633,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 80.8m (265.1ft)

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Structure Number: 22200226602055,  Location: 4.19 MI S OF SH 183 (Lat: 32.778961,  Lng: -97.060978),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 5,490 (year 2009),  Features Intersected: FOUNTAIN PARKWAY,  Facility Carried by Structure: SH360 SBL
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 22200226602122,  Location: 2.0 Mi. S. of IH20 (Lat: 32.648500,  Lng: -97.062800),  Route carried "under" structure: State highway 360,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 24,720 (year 2020),  Truck Traffic: 5%,  Features Intersected: SH 360 NTTA
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 30.663,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 22200226602123,  Location: 2.0 Mi. S. of IH20 (Lat: 32.648400,  Lng: -97.062700),  Route carried "under" structure: State highway 360,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 24,720 (year 2020),  Truck Traffic: 5%,  Features Intersected: SH 360 NTTA,  Facility Carried by Structure: Camp Wisdom Rd.
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 30.672,  Lanes on structure: 8,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 22200226602124,  Location: 2.0 Mi. S. of IH20 (Lat: 32.648300,  Lng: -97.061800),  Route carried "under" structure: State highway 360,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 24,720 (year 2020),  Truck Traffic: 5%,  Features Intersected: SH 360 NTTA
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 30.672,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 22200226602125,  Location: 0.9 Mi. S. of Camp Wisdom (Lat: 32.635700,  Lng: -97.064700),  Route carried "under" structure: State highway 360,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 24,720 (year 2020),  Truck Traffic: 5%,  Features Intersected: SH 360 NTTA,  Facility Carried by Structure: Lynn EB WB and TA
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 32.118,  Lanes on structure: 7,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 22200226602126,  Location: 0.9 Mi. S. of Camp Wisdom (Lat: 32.635500,  Lng: -97.063900),  Route carried "under" structure: State highway 360,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 24,720 (year 2020),  Truck Traffic: 5%,  Features Intersected: SH 360 NTTA
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 32.121,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 22200226602127,  Location: 0.8 Mi. S. of Lynn Creek (Lat: 32.625900,  Lng: -97.069900),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Features Intersected: New York Ave.,  Facility Carried by Structure: SH 360 NB
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 33.354,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 22200226602128,  Location: 0.8 Mi. S. of Lynn Creek (Lat: 32.626600,  Lng: -97.069700),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Features Intersected: New York Ave.,  Facility Carried by Structure: SH 360 SB
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 33.278,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 22200226602132,  Location: 2.3 Mi. N. of Broad St. (Lat: 32.609900,  Lng: -97.077200),  Route carried "under" structure: State highway 360,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 24,720 (year 2020),  Truck Traffic: 5%,  Features Intersected: SH 360 NTTA,  Facility Carried by Structure: Ragland WB NBTA
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 35.278,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 22200226602133,  Location: 2.2 Mi. N. of Broad St. (Lat: 32.609600,  Lng: -97.076500),  Route carried "under" structure: State highway 360,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 24,720 (year 2020),  Truck Traffic: 5%,  Features Intersected: SH 360 NTTA,  Facility Carried by Structure: Ragland EB SBTA
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 35.288,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 22200237405296,  Location: 1.1 MI E OF SH-360 (Lat: 32.676500,  Lng: -97.043900),  Route carried "under" structure: City street 673,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 26,585 (year 2009),  Features Intersected: GREAT SW PARKWAY,  Facility Carried by Structure: IH20 WBL
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 8.047,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 22200237405297,  Location: 1.1 MI E OF SH-360 (Lat: 32.676100,  Lng: -97.044700),  Route carried "under" structure: City street 673,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 26,585 (year 2009),  Features Intersected: GREAT SW PARKWAY,  Facility Carried by Structure: IH20 EBL
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 8.047,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

Structure Number: 180570000808003,  Location: 0.8 Mi S of IH 30,  Route carried "under" structure: State highway 180,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 12,510 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH 180 UPRR Jefferson,  Facility Carried by Structure: FM1382 Belt Line
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 180570000808137,  Location: 1.25 MI W of FM 1382 (Lat: 32.742522,  Lng: -97.015611),  Route carried "under" structure: Alternate City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 2,143 (year 2011),  Features Intersected: Carrier Parkway,  Facility Carried by Structure: SH 180
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 14.828,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 180570106804022,  Location: 2.03 MI W OF BELT LINE RD (Lat: 32.759714,  Lng: -97.029869),  Route carried "under" structure: Interstate 30,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 98,650 (year 2010),  Truck Traffic: 10%,  Features Intersected: SH 161 SBFR,  Facility Carried by Structure: SH 161 SBFR
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180570106804183,  Location: 2.0 MI E OF BELT LINE RD (Lat: 32.762431,  Lng: -96.959981),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2011),  Features Intersected: IH 30,  Facility Carried by Structure: IH 30
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 43.702,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180570106804206,  Location: 2.0 MI E OF NW 19TH ST (Lat: 32.757958,  Lng: -96.994792),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 12,489 (year 2011),  Features Intersected: IH 30,  Facility Carried by Structure: IH 30
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 38.861,  Lanes on structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 180570106804298,  Location: 1.45 MI W OF BELT LINE RD (Lat: 32.759733,  Lng: -97.019547),  Route carried "under" structure: Interstate 30,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 108,580 (year 2013),  Truck Traffic: 8%,  Features Intersected: CARRIER PARKWAY,  Facility Carried by Structure: CARRIER PARKWAY
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 1.482,  Lanes on structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 180570106804299,  Location: 1.0 MI WEST OF BELT LINE (Lat: 32.759731,  Lng: -97.012394),  Route carried "under" structure: City street ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2011),  Features Intersected: IH 30,  Facility Carried by Structure: IH 30
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 180570106804303,  Location: 1.97 MI W OF BELT LINE RD (Lat: 32.759328,  Lng: -97.028972),  Route carried "under" structure: State highway 161,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2010),  Truck Traffic: 5%,  Features Intersected: IH 30,  Facility Carried by Structure: IH 30
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 180570106804304,  Location: 2.0 MI W OF BELT LINE RD (Lat: 32.759356,  Lng: -97.028578),  Route carried "under" structure: Interstate 30,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 108,580 (year 2013),  Truck Traffic: 8%,  Features Intersected: NW 19/SH 161 NBFR,  Facility Carried by Structure: NW 19/ SH 161 NBFR
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.658,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 180570106804513,  Location: IH 30 & SH 161 I/C (Lat: 32.756944,  Lng: -97.029722),  Route carried "under" structure: Interstate 30,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 1%,  Features Intersected: IH 30 & SH 161 I/C
Minimum Vertical Clearance: 11.58m (37.99ft),  Kilometerpoint: 0.660,  Lanes on structure: 22,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 180570106804514,  Location: IH 30 & SH 161 I/C (Lat: 32.765861,  Lng: -97.029425),  Route carried "under" structure: Interstate 30,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 197,696 (year 2020),  Truck Traffic: 10%,  Features Intersected: IH 30 & SH 161 I/C,  Facility Carried by Structure: SH 161 SB CONN E
Minimum Vertical Clearance: 13.72m (45.01ft),  Kilometerpoint: 0.692,  Lanes on structure: 1,  Lanes under structure: 27,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 77.1m (253.0ft)

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Structure Number: 180570106804515,  Location: IH 30 & SH 161 I/C (Lat: 32.759117,  Lng: -97.033017),  Route carried "under" structure: Interstate 30,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 98,848 (year 2020),  Truck Traffic: 10%,  Features Intersected: IH 30 & SH 161 I/C
Minimum Vertical Clearance: 21.95m (72.01ft),  Kilometerpoint: 0.451,  Lanes on structure: 8,  Lanes under structure: 20,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 81.7m (268.0ft)

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Structure Number: 180570106804516,  Location: AT SH 161 & IH 30 INT (Lat: 32.758972,  Lng: -97.028936),  Route carried "under" structure: State highway 161,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2010),  Features Intersected: IH 30 EBFR,  Facility Carried by Structure: IH 30 EB FR
Minimum Vertical Clearance: 12.70m (41.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 180570106804517,  Location: IH 30 & SH 161 I/C (Lat: 32.758786,  Lng: -97.030053),  Route carried "under" structure: Ramp Interstate 31,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 9,600 (year 2020),  Truck Traffic: 3%,  Features Intersected: IH 30 EB CONN D,  Facility Carried by Structure: SH 161 SBFR
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 0.290,  Lanes on structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 180570106804518,  Location: AT SH 161 & IH 30 INT (Lat: 32.760103,  Lng: -97.030458),  Route carried "under" structure: Other road 161,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 9,600 (year 2020),  Truck Traffic: 3%,  Features Intersected: IH 30 WBFR,  Facility Carried by Structure: IH 30 WB FR
Minimum Vertical Clearance: 7.09m (23.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 180570106804519,  Location: AT SH 161 & IH 30 INT (Lat: 32.759947,  Lng: -97.028933),  Route carried "under" structure: State highway 161,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2010),  Features Intersected: IH 30 WBFR,  Facility Carried by Structure: IH 30 WB FR
Minimum Vertical Clearance: 15.57m (51.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 18057010680452,  Location: AT SH 161 & IH 30 INT (Lat: 32.759961,  Lng: -97.027725),  Route carried "under" structure: Ramp Interstate 30,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 7,600 (year 2010),  Features Intersected: IH 30/SH 161 FRs
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 180570106804521,  Location: At IH 30 and SH 161 I/C (Lat: 32.759086,  Lng: -97.032361),  Route carried "under" structure: Ramp Interstate 30,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 5%,  Features Intersected: EB Exit Ramp
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 180570237404113,  Location: SH 161 @ IH 20 (Lat: 32.675797,  Lng: -97.024036),  Route carried "under" structure: Interstate 20,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 169,020 (year 2013),  Truck Traffic: 10%,  Features Intersected: SH 161,  Facility Carried by Structure: SH 161
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 2.482,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 18057023740424,  Location: 0.55 MI W OF CARRIER PKWY (Lat: 32.676231,  Lng: -97.016586),  Route carried "under" structure: Alternate City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2015),  Features Intersected: IH 20 WB,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 180570237404241,  Location: 0.55 MI W OF CARRIER PKWY (Lat: 32.675378,  Lng: -97.015931),  Route carried "under" structure: Alternate City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2015),  Features Intersected: IH 20 EB,  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 180570237404246,  Location: 1.3 MI W OF FM 1382 (Lat: 32.674492,  Lng: -97.006733),  Route carried "under" structure: Alternate City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 850 (year 2015),  Features Intersected: CARRIER PARKWAY,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 2.805,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 180570237404247,  Location: 1.3 MI W OF FM 1382 (Lat: 32.674497,  Lng: -97.006733),  Route carried "under" structure: Alternate City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 850 (year 2015),  Features Intersected: IH 20 EB,  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.805,  Lanes on structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 180570237404248,  Location: 0.55 MI E OF CARRIER PKWY (Lat: 32.675050,  Lng: -96.998308),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 149,570 (year 2013),  Truck Traffic: 10%,  Features Intersected: FISH CREEK RD,  Facility Carried by Structure: FISH CREEK RD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 5.113,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 180570237404249,  Location: 1.3 MI E OF CARRIER PKWY (Lat: 32.673236,  Lng: -96.985292),  Route carried "under" structure: State highway 1382,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 19,010 (year 2013),  Features Intersected: IH 20 WB,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 9.337,  Lanes on structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 18057023740425,  Location: 1.3 MI E OF CARRIER PKWY (Lat: 32.671958,  Lng: -96.985033),  Route carried "under" structure: State highway 1382,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 27,130 (year 2013),  Features Intersected: IH 20 EB,  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 9.370,  Lanes on structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 1805702374045,  Location: IH 20 @ Robinson Road (Lat: 32.676436,  Lng: -97.016681),  Route carried "under" structure: Alternate City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,050 (year 2011),  Truck Traffic: 1%,  Features Intersected: IH 20 WB Exit Ramp,  Facility Carried by Structure: IH 20 WB Exit Ramp
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180570237404626,  Location: IH 20 @ Robinson Road (Lat: 32.675597,  Lng: -97.016219),  Route carried "under" structure: Bypass City street ,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 9,036 (year 2019),  Truck Traffic: 1%,  Features Intersected: Robinson Rd & Fish Crk,  Facility Carried by Structure: IH 20 Eastbound FR
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 180570237404631,  Location: IH 20 @ Robinson Road (Lat: 32.675728,  Lng: -97.016244),  Route carried "under" structure: City street ,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 9,036 (year 2019),  Truck Traffic: 1%,  Features Intersected: IH 20 R6XEB EXIT RAMP,  Facility Carried by Structure: Ramp R6XEB Exit to
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.9m (137.5ft)

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Structure Number: 180570296401065,  Location: 0.37 MI N OF IH 30 (Lat: 32.764797,  Lng: -97.029369),  Route carried "under" structure: State highway 161,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 71,090 (year 2011),  Features Intersected: SH 161,  Facility Carried by Structure: EGYPTIAN WAY EB
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 45.565,  Lanes on structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 18057029640107,  Location: 0.75 MI N OF IH 30 (Lat: 32.774639,  Lng: -97.027944),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 7,215 (year 2016),  Truck Traffic: 13%,  Features Intersected: CARRIER PKY & JOHNSON CR,  Facility Carried by Structure: SH 161 SBFR
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 3.766,  Lanes on structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180570296401071,  Location: 0.66 MI N OF IH 30 (Lat: 32.771389,  Lng: -96.026944),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 7,429 (year 2016),  Truck Traffic: 13%,  Features Intersected: CARRIER PKY & JOHNSON CR,  Facility Carried by Structure: PGBT NBML
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 3.669,  Lanes on structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.0m (210.0ft)

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Structure Number: 180570296401072,  Location: 0.66 MI N OF IH 30 (Lat: 32.771111,  Lng: -96.027778),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 7,429 (year 2016),  Truck Traffic: 13%,  Features Intersected: CARRIER PKY & JOHNSON CR,  Facility Carried by Structure: PGBT SBML
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 3.718,  Lanes on structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.0m (210.0ft)

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Structure Number: 180570296401073,  Location: 1.33 MI N OF IH 30 (Lat: 32.778306,  Lng: -97.025944),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 3,368 (year 2016),  Truck Traffic: 13%,  Features Intersected: TRINITY R OAKDALE ETC,  Facility Carried by Structure: PGBT NBML
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: 180570296401074,  Location: 1.33 MI N OF IH 30 (Lat: 32.795583,  Lng: -97.018806),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 3,368 (year 2016),  Truck Traffic: 13%,  Features Intersected: TRINITY R OAKDALE ETC,  Facility Carried by Structure: PGBT SBML
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.1m (220.1ft)