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

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Structure Number: 180570296401058,  Location: 2.00 MI N OF IH 20 (Lat: 32.705617,  Lng: -97.025000),  Route carried "on" structure: ServiceState highway 161,  Year Built: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 50,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 90,000 (year 2035),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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

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Structure Number: 180570296401059,  Location: 2.20 MI N OF IH 20 (Lat: 32.708350,  Lng: -97.025217),  Route carried "on" structure: Other road 161,  Year Built: 1967,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 50,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 90,000 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB COTTONWOOD CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.473,  Lanes on structure: 11,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 180570296401061,  Location: 0.65 MI S OF IH 30 (Lat: 32.750508,  Lng: -97.027700),  Route carried "on" structure: ServiceState highway 161,  Year Built: 2007,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 4,900 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,000 (year 2036),  Design Load: HS 20,  Features Intersected: DALWORTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.057,  Lanes on structure: 3,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 180570296401062,  Location: 0.65 MI S OF IH 30 (Lat: 32.749867,  Lng: -97.028517),  Route carried "on" structure: ServiceState highway 161,  Year Built: 2008,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 7,100 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,100 (year 2036),  Design Load: HS 20,  Features Intersected: DALWORTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.073,  Lanes on structure: 3,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: 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: May 2020

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Structure Number: 180570296401065,  Location: 0.37 MI N OF IH 30 (Lat: 32.764797,  Lng: -97.029369),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 3,742 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,195 (year 2036),  Design Load: HS 20,  Features Intersected: PGBT,  Facility Carried by Structure: EGYPTIAN WAY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401067,  Location: 0.70 MI N OF IH 30 (Lat: 32.769461,  Lng: -97.028211),  Route carried "on" structure: ServiceState highway 161,  Year Built: 2008,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 2,200 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,200 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB OF JOHNSON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.263,  Lanes on structure: 3,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570296401069,  Location: 0.80 MI N OF IH 30 (Lat: 32.769669,  Lng: -97.027164),  Route carried "on" structure: ServiceState highway 161,  Year Built: 2009,  Status: Open,  Structure Length: 33.89m (111.19ft),  Average Daily Traffic: 16,950 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,730 (year 2033),  Design Load: HS 20,  Features Intersected: JOHNSON CR & TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.750,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 9,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18057029640107,  Location: 0.75 MI N OF IH 30 (Lat: 32.774639,  Lng: -97.027944),  Route carried "on" structure: ServiceState highway 161,  Year Built: 2009,  Status: Open,  Structure Length: 49.83m (163.48ft),  Average Daily Traffic: 16,500 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,100 (year 2033),  Design Load: HS 20,  Features Intersected: CARRIER PKY & JOHNSON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.682,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401071,  Location: 0.66 MI N OF IH 30 (Lat: 32.768942,  Lng: -97.027617),  Route carried "on" structure: State highway 161,  Year Built: 2009,  Status: Open,  Structure Length: 58.22m (191.01ft),  Average Daily Traffic: 35,540 (year 2011),  Average Future Daily Traffic: 59,660 (year 2031),  Design Load: HS 20,  Features Intersected: CARRIER PKY & JOHNSON CR,  Facility Carried by Structure: PGBT NBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.729,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 13,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570296401072,  Location: 0.66 MI N OF IH 30 (Lat: 32.769064,  Lng: -97.028086),  Route carried "on" structure: State highway 161,  Year Built: 2009,  Status: Open,  Structure Length: 58.22m (191.01ft),  Average Daily Traffic: 35,540 (year 2011),  Average Future Daily Traffic: 59,660 (year 2031),  Design Load: HS 20,  Features Intersected: CARRIER PKY & JOHNSON CR,  Facility Carried by Structure: PGBT SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.729,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 13,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.3m (92.8ft)

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,  Underclear: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570296401073,  Location: 1.33 MI N OF IH 30 (Lat: 32.778306,  Lng: -97.025944),  Route carried "on" structure: State highway 161,  Year Built: 2009,  Status: Open,  Structure Length: 211.74m (694.69ft),  Average Daily Traffic: 60,859 (year 2019),  Average Future Daily Traffic: 59,660 (year 2031),  Design Load: HS 20,  Features Intersected: TRINITY R OAKDALE ETC,  Facility Carried by Structure: PGBT NBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.400,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 57,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

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,  Underclear: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570296401074,  Location: 1.33 MI N OF IH 30 (Lat: 32.795583,  Lng: -97.018806),  Route carried "on" structure: State highway 161,  Year Built: 2009,  Status: Open,  Structure Length: 211.74m (694.69ft),  Average Daily Traffic: 68,668 (year 2019),  Average Future Daily Traffic: 59,660 (year 2031),  Design Load: HS 20,  Features Intersected: TRINITY R OAKDALE ETC,  Facility Carried by Structure: PGBT SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.400,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 57,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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,  Underclear: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570296401075,  Location: 1.42 MI N OF IH 30 (Lat: 32.779167,  Lng: -97.024722),  Route carried "on" structure: Ramp State highway 161,  Year Built: 2009,  Status: Open,  Structure Length: 24.23m (79.49ft),  Average Daily Traffic: 5,000 (year 2016),  Average Future Daily Traffic: 15,000 (year 2036),  Design Load: HS 20,  Features Intersected: R.O.W.,  Facility Carried by Structure: PGBT NB ON-RP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.221,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401076,  Location: 1.40 MI N OF IH 30 (Lat: 32.781000,  Lng: -97.024361),  Route carried "on" structure: Ramp State highway 161,  Year Built: 2009,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 7,100 (year 2016),  Average Future Daily Traffic: 11,930 (year 2036),  Design Load: HS 20,  Features Intersected: R.O.W.,  Facility Carried by Structure: PGBT SB OFF-RP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.097,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401077,  Location: 2.22 MI N OF IH 30 (Lat: 32.789500,  Lng: -97.018389),  Route carried "on" structure: Ramp State highway 161,  Year Built: 2009,  Status: Open,  Structure Length: 19.35m (63.48ft),  Average Daily Traffic: 7,100 (year 2011),  Average Future Daily Traffic: 11,930 (year 2031),  Design Load: HS 20,  Features Intersected: R.O.W.,  Facility Carried by Structure: PGBT NB OFF-RP F2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.950,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401078,  Location: 2.24 MI N OF IH 30 (Lat: 32.791333,  Lng: -97.019056),  Route carried "on" structure: Ramp State highway 161,  Year Built: 2009,  Status: Open,  Structure Length: 16.15m (52.99ft),  Average Daily Traffic: 3,000 (year 2016),  Average Future Daily Traffic: 8,000 (year 2036),  Design Load: HS 20,  Features Intersected: R.O.W.,  Facility Carried by Structure: PGBT SB ON-RP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.918,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401481,  Location: 2.28 MI S OF SH 183 (Lat: 32.803917,  Lng: -97.018639),  Route carried "on" structure: Other road 161,  Year Built: 2009,  Status: Open,  Structure Length: 63.19m (207.32ft),  Average Daily Traffic: 64,100 (year 2016),  Average Future Daily Traffic: 94,736 (year 2036),  Design Load: HS 20,  Features Intersected: TRINITY BLVD SHADY GR,  Facility Carried by Structure: PGBT SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.773,  Lanes on structure: 3,  Lanes under structure: 14,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401482,  Location: 2.28 MI S OF SH 183 (Lat: 32.798222,  Lng: -97.018167),  Route carried "on" structure: Other road 161,  Year Built: 2009,  Status: Open,  Structure Length: 63.19m (207.32ft),  Average Daily Traffic: 156,000 (year 2016),  Average Future Daily Traffic: 94,736 (year 2036),  Design Load: HS 20,  Features Intersected: TRINITY BLVD SHADY GR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.773,  Lanes on structure: 3,  Lanes under structure: 14,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401484,  Location: 1.40 MI SOUTH OF SH 183 (Lat: 32.808528,  Lng: -97.017972),  Route carried "on" structure: Other road 161,  Year Built: 2009,  Status: Open,  Structure Length: 188.76m (619.29ft),  Average Daily Traffic: 156,000 (year 2016),  Average Future Daily Traffic: 204,731 (year 2036),  Design Load: HS 20,  Features Intersected: ROCK ISLAND RD BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.524,  Lanes on structure: 3,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 37,  Number Of Approach Spans: 17,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401495,  Location: IH20 / SH161 INTERCHANGE (Lat: 32.675575,  Lng: -97.027936),  Route carried "on" structure: Ramp State highway 161,  Year Built: 2012,  Status: Open,  Structure Length: 96.26m (315.81ft),  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,300 (year 2035),  Design Load: HL 93,  Features Intersected: IH 20 SH 161 FISH CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.100,  Lanes on structure: 2,  Lanes under structure: 29,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 22,  Length of Maximum Span: 85.6m (280.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570296401496,  Location: IH20 / SH161 INTERCHANGE (Lat: 32.677261,  Lng: -97.025058),  Route carried "on" structure: Ramp State highway 161,  Year Built: 2012,  Status: Open,  Structure Length: 69.80m (229.00ft),  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,300 (year 2035),  Design Load: HL 93,  Features Intersected: IH 20 WBFR & SH 161 SBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Number Of Approach Spans: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401497,  Location: IH20 SH161 INTERCHANGE (Lat: 32.682075,  Lng: -97.024425),  Route carried "on" structure: Ramp State highway 161,  Year Built: 2012,  Status: Open,  Structure Length: 95.52m (313.39ft),  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,700 (year 2035),  Design Load: HL 93,  Features Intersected: IH 20 SH 161 FISH CRK
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 25,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 23,  Length of Maximum Span: 75.6m (248.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570296401498,  Location: IH20 / SH161 INTERCHANGE (Lat: 32.676383,  Lng: -97.019897),  Route carried "on" structure: Ramp State highway 161,  Year Built: 2012,  Status: Open,  Structure Length: 61.60m (202.10ft),  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,000 (year 2035),  Design Load: HL 93,  Features Intersected: IH 20 WBFR & SH 161 NBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401501,  Location: 2.88 MI S OF IH 30 (Lat: 32.721383,  Lng: -97.022758),  Route carried "on" structure: Other road 161,  Year Built: 2012,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,900 (year 2030),  Design Load: HL 93,  Features Intersected: W MARSHALL DR,  Facility Carried by Structure: PGBT SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.614,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401502,  Location: 2.88 MI S OF IH 30 (Lat: 32.720875,  Lng: -97.022528),  Route carried "on" structure: Other road 161,  Year Built: 2012,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,900 (year 2030),  Design Load: HL 93,  Features Intersected: W MARSHALL DR,  Facility Carried by Structure: PGBT NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.614,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401503,  Location: 2.30 MI S OF IH 30 (Lat: 32.729233,  Lng: -97.019683),  Route carried "on" structure: Other road 161,  Year Built: 2012,  Status: Open,  Structure Length: 22.65m (74.31ft),  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 63,000 (year 2030),  Design Load: HL 93,  Features Intersected: SW 14TH & COTTONWOOD CR,  Facility Carried by Structure: PGBT SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.680,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401504,  Location: 2.30 MI S OF IH 30 (Lat: 32.727292,  Lng: -97.019956),  Route carried "on" structure: Other road 161,  Year Built: 2012,  Status: Open,  Structure Length: 22.65m (74.31ft),  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 63,000 (year 2030),  Design Load: HL 93,  Features Intersected: SW 14TH & COTTONWOOD CR,  Facility Carried by Structure: PGBT NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.680,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401505,  Location: 1.47 MI S OF IH 30 (Lat: 32.740767,  Lng: -97.020250),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,000 (year 2036),  Design Load: HL 93,  Features Intersected: PGBT,  Facility Carried by Structure: W JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 8,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 40.9m (134.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401506,  Location: 1.41 MI S OF IH 30 (Lat: 32.741983,  Lng: -97.019967),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 12,401 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,900 (year 2036),  Design Load: HL 93,  Features Intersected: SH 161,  Facility Carried by Structure: W MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 6,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401507,  Location: 1.20 MI S OF IH 30 (Lat: 32.744533,  Lng: -97.021850),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 4,577 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,200 (year 2036),  Design Load: HL 93,  Features Intersected: PGBT,  Facility Carried by Structure: DALWORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401508,  Location: 0.55 MI S OF IH 30 (Lat: 32.751497,  Lng: -97.028986),  Route carried "on" structure: Other road 161,  Year Built: 2012,  Status: Open,  Structure Length: 23.47m (77.00ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 65,300 (year 2036),  Design Load: HL 93,  Features Intersected: JANUARY LN & DALWORTH CR,  Facility Carried by Structure: PGBT SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.912,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401509,  Location: 0.55 MI S OF IH 30 (Lat: 32.749833,  Lng: -97.027547),  Route carried "on" structure: Other road 161,  Year Built: 2012,  Status: Open,  Structure Length: 22.52m (73.88ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 65,300 (year 2036),  Design Load: HL 93,  Features Intersected: JANUARY LN & DALWORTH CR,  Facility Carried by Structure: PGBT NBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.912,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18057029640151,  Location: 0.16 MI S OF IH 30 (Lat: 32.756900,  Lng: -97.029450),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 6,612 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,000 (year 2036),  Design Load: HL 93,  Features Intersected: PGBT,  Facility Carried by Structure: W TARRANT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401511,  Location: IH 30 & SH 161 I/C (Lat: 32.756711,  Lng: -97.028614),  Route carried "on" structure: Ramp State highway 161,  Year Built: 2013,  Status: Open,  Structure Length: 67.42m (221.19ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,200 (year 2036),  Design Load: HL 93,  Features Intersected: IH 30 & SH 161 I/C,  Facility Carried by Structure: PGBT NB CONN G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.446,  Lanes on structure: 1,  Lanes under structure: 22,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 11,  Length of Maximum Span: 70.7m (232.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570296401512,  Location: IH 30 & SH 161 I/C (Lat: 32.758167,  Lng: -97.028567),  Route carried "on" structure: Ramp State highway 161,  Year Built: 2012,  Status: Open,  Structure Length: 21.31m (69.91ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,000 (year 2036),  Design Load: HL 93,  Features Intersected: SH 161 NBFR & IH 30 EBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.317,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401521,  Location: IH 30 & SH 161 I/C (Lat: 32.760767,  Lng: -97.030058),  Route carried "on" structure: ServiceState highway 161,  Year Built: 2012,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 4,000 (year 2016),  Average Future Daily Traffic: 9,000 (year 2036),  Design Load: HL 93,  Features Intersected: SH 161 SB CONN F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.995,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401523,  Location: 1.00 MI N OF IH 20 (Lat: 32.692047,  Lng: -97.024644),  Route carried "on" structure: Other road 161,  Year Built: 2012,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 9,301 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,900 (year 2035),  Design Load: HL 93,  Features Intersected: MAYFIELD RD,  Facility Carried by Structure: PGBT SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401524,  Location: 1.00 MI N OF IH 20 (Lat: 32.691464,  Lng: -97.024144),  Route carried "on" structure: Other road 161,  Year Built: 2012,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 9,301 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,900 (year 2035),  Design Load: HL 93,  Features Intersected: MAYFIELD RD,  Facility Carried by Structure: PGBT NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401525,  Location: 1.40 MI N OF IH 20 (Lat: 32.696267,  Lng: -97.024944),  Route carried "on" structure: Other road 161,  Year Built: 2013,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,700 (year 2035),  Design Load: HL 93,  Features Intersected: KIRBY CREEK,  Facility Carried by Structure: PGBT SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 32.7m (107.3ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570296401526,  Location: 1.40 MI N OF IH 20 (Lat: 32.695778,  Lng: -97.024311),  Route carried "on" structure: Other road 161,  Year Built: 2013,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,700 (year 2035),  Design Load: HL 93,  Features Intersected: KIRBY CREEK,  Facility Carried by Structure: PGBT NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Precast Panels