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

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Structure Number: 180430045103019,  Location: 2.70 MI S OF SH 78 (Lat: 32.985214,  Lng: -96.466794),  Route carried "on" structure: State highway 205,  Year Built: 1999,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 15,654 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,837 (year 2040),  Design Load: HS 20,  Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.305,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.7m (58.1ft)

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

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Structure Number: 18043004510302,  Location: 2.90 MI S OF SH 78 (Lat: 32.982589,  Lng: -96.466808),  Route carried "on" structure: State highway 205,  Year Built: 1999,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 15,654 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,037 (year 2040),  Design Load: HS 20,  Features Intersected: THOMPSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.596,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.7m (58.1ft)

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

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Structure Number: 180430296405026,  Location: DNT & SH 190 (Lat: 33.012686,  Lng: -96.828250),  Route carried "on" structure: Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 17.74m (58.20ft),  Average Daily Traffic: 19,600 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,600 (year 2032),  Design Load: HS 20,  Features Intersected: DALLAS NORTH TOLLWAY
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 3.983,  Lanes on structure: 4,  Lanes under structure: 12,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405027,  Location: DNT @ SH 190 (Lat: 33.012817,  Lng: -96.828244),  Route carried "on" structure: Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 17.74m (58.20ft),  Average Daily Traffic: 19,600 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,600 (year 2032),  Design Load: HS 20,  Features Intersected: DALLAS NORTH TOLLWAY
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 3.983,  Lanes on structure: 4,  Lanes under structure: 12,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405028,  Location: DNT @ SH 190 (Lat: 33.012011,  Lng: -96.827664),  Route carried "on" structure: Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 15,200 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,500 (year 2032),  Design Load: HS 20,  Features Intersected: DALLAS N TOLLWAY NB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405029,  Location: SH 190 @ DNT (Lat: 33.014033,  Lng: -96.829522),  Route carried "on" structure: Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 68.64m (225.20ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,900 (year 2032),  Design Load: HS 20,  Features Intersected: DNT @ SH 190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 17,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 17,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  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: 24.5 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18043029640503,  Location: SH 190 @ DNT (Lat: 33.014344,  Lng: -96.829689),  Route carried "on" structure: Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 18.04m (59.19ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,500 (year 2032),  Design Load: HS 20,  Features Intersected: DNT SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405031,  Location: SH 190 @ DNT (Lat: 33.011386,  Lng: -96.828825),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 36.97m (121.29ft),  Average Daily Traffic: 7,600 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,750 (year 2032),  Design Load: HS 20,  Features Intersected: DNT @ SH 190,  Facility Carried by Structure: SH 190 CONN D
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 12,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405032,  Location: SH 190 @ DNT (Lat: 33.012122,  Lng: -96.831075),  Route carried "on" structure: Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 20.67m (67.81ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,900 (year 2032),  Design Load: HS 20,  Features Intersected: DNT SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 2,  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: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405033,  Location: SH 190 @ DNT ROAD (Lat: 33.012261,  Lng: -96.830983),  Route carried "on" structure: Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 77.69m (254.89ft),  Average Daily Traffic: 250 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,900 (year 2032),  Design Load: HS 20,  Features Intersected: DALLAS N TOLL PLANO PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 13,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 20,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405034,  Location: SH 190 @ DNT (Lat: 33.013178,  Lng: -96.827569),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 61.81m (202.79ft),  Average Daily Traffic: 9,100 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,900 (year 2032),  Design Load: HS 20,  Features Intersected: DALLAS N TOLL CONN B D,  Facility Carried by Structure: SH 190 CONN I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 20,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 15,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405035,  Location: SH 190 @ DNT (Lat: 33.013344,  Lng: -96.827514),  Route carried "on" structure: Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 18.47m (60.60ft),  Average Daily Traffic: 9,100 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,900 (year 2032),  Design Load: HS 20,  Features Intersected: DALLAS N TOLLWAY NB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405048,  Location: 0.02 MI E OF OHIO DR (Lat: 33.006497,  Lng: -96.783075),  Route carried "on" structure: Other road 190,  Year Built: 1999,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 39,600 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 99,200 (year 2030),  Features Intersected: DRAINAGE DITCH (C2)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.328,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 180430296405049,  Location: 1.15 MI W OF SH 289 (Lat: 33.012714,  Lng: -96.814539),  Route carried "on" structure: Other road 190,  Year Built: 1999,  Status: Open,  Structure Length: 35.05m (114.99ft),  Average Daily Traffic: 19,600 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,600 (year 2030),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.110,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 24.1m (79.1ft),  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 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18043029640505,  Location: 1.15 MI W OF SH 289 (Lat: 33.012608,  Lng: -96.814561),  Route carried "on" structure: Other road 190,  Year Built: 1999,  Status: Open,  Structure Length: 35.05m (114.99ft),  Average Daily Traffic: 19,600 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,600 (year 2030),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.110,  Lanes on structure: 5,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.4m (96.5ft)

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

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Structure Number: 180430296405053,  Location: 0.75 MI SE OF SH 289 (Lat: 33.008883,  Lng: -96.785203),  Route carried "on" structure: Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 29.60m (97.11ft),  Average Daily Traffic: 19,800 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 49,600 (year 2030),  Design Load: HS 20,  Features Intersected: OHIO DR / MAPLESHADE LN,  Facility Carried by Structure: PGBT EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.328,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405549,  Location: SH 190 @ Coit Road (Lat: 32.999439,  Lng: -96.768253),  Route carried "on" structure: Other road 190,  Year Built: 1999,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 59,366 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,223 (year 2038),  Design Load: HS 20,  Features Intersected: COIT RD,  Facility Carried by Structure: PGBT EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.099,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.4m (66.9ft),  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: 35.1m (115.2ft),  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 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309B6650001,  Location: 0.10 MI E OF DALLAS TLWY (Lat: 32.992236,  Lng: -96.826906),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 3,890 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Features Intersected: WHITE ROCK CREEK TRIB,  Facility Carried by Structure: BRIARGROVE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

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

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Structure Number: 1804309C4970001,  Location: 0.05 MI S OF FRANKFORD RD (Lat: 32.997108,  Lng: -96.767697),  Route carried "on" structure: City street ,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 48,000 (year 2011),  Average Future Daily Traffic: 90,470 (year 2031),  Features Intersected: E FORK MCKAMY BRANCH,  Facility Carried by Structure: COIT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.437,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 1804309D0470001,  Location: 0.50 MI S OF FRANKFORD RD (Lat: 32.990581,  Lng: -96.829394),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 25,900 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,800 (year 2031),  Design Load: HS 20,  Features Intersected: TRINITY MILLS RD,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 8,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309D0470002,  Location: 0.40 MI S OF FRANKFORD RD (Lat: 33.094922,  Lng: -96.811533),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 25,900 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,800 (year 2031),  Design Load: HS 20,  Features Intersected: BRIARGROVE LN,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309D0470003,  Location: 0.20 MI S OF FRANKFORD RD (Lat: 32.994175,  Lng: -96.828908),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 25,900 (year 2011),  Average Future Daily Traffic: 31,800 (year 2031),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK TRIB,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 16,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 1804309D0470004,  Location: 0.65 MI N OF FRANKFORD RD (Lat: 33.007044,  Lng: -96.828981),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 30,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,000 (year 2031),  Design Load: HS 20,  Features Intersected: HAVERWOOD LN,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 8,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 30 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: 21.3m (69.9ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 37.2m (122.0ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309D0470011,  Location: 0.40 MI N OF BRIARGROVE (Lat: 32.997906,  Lng: -96.829178),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 25,900 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,800 (year 2031),  Design Load: HS 20,  Features Intersected: FRANKFORD RD,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 8,  Lanes under structure: 11,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 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: 34.4m (112.9ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 30.7m (100.7ft)

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

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Structure Number: 1804309D0778001,  Location: 0.10 MI W OF COIT RD (Lat: 32.994508,  Lng: -96.769331),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,927 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,800 (year 2031),  Features Intersected: EAST FORK MCKAMY BRANCH,  Facility Carried by Structure: OSAGE PLAZA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1804309D1680001,  Location: 0.20 MI S OF FRANKFORD RD (Lat: 32.994531,  Lng: -96.793611),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 5,880 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2031),  Features Intersected: MCKAMY BRANCH,  Facility Carried by Structure: DAVENPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1804309D4280001,  Location: 0.40 MI S OF FRANKFORD RD (Lat: 32.991886,  Lng: -96.775214),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,650 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 990 (year 2030),  Design Load: HL 93,  Features Intersected: EAST FORK MCKAMY BRANCH,  Facility Carried by Structure: DICKERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 15.5m (50.9ft)

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

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Structure Number: 1804309F8100001,  Location: 0.65 MI E OF PRESTON RD (Lat: 32.997822,  Lng: -96.787478),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 12,000 (year 2011),  Average Future Daily Traffic: 15,000 (year 2031),  Features Intersected: MCKAMY BRANCH,  Facility Carried by Structure: FRANKFORD RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.896,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309F8100002,  Location: 0.65 MI E OF PRESTON RD (Lat: 32.997808,  Lng: -96.787486),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 12,000 (year 2011),  Average Future Daily Traffic: 15,000 (year 2031),  Features Intersected: MCKAMY BRANCH,  Facility Carried by Structure: FRANKFORD RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.896,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309F8100003,  Location: 0.95 MI E OF DALLAS TLWY (Lat: 32.998256,  Lng: -96.814817),  Route carried "on" structure: City street 31,  Year Built: 1987,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 28,238 (year 2019),  Average Future Daily Traffic: 31,000 (year 2031),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK,  Facility Carried by Structure: FRANKFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.587,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $83,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309F8100008,  Location: 0.20 MI W OF DN TOLLWAY (Lat: 32.997508,  Lng: -96.832711),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 20,000 (year 2011),  Average Future Daily Traffic: 23,000 (year 2031),  Features Intersected: WHITE ROCK CREEK TRIB,  Facility Carried by Structure: FRANKFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.221,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1804309F8100009,  Location: 0.10 MI E OF PRESTON RD (Lat: 32.998192,  Lng: -96.795622),  Route carried "on" structure: City street 31,  Year Built: 1986,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 28,374 (year 2018),  Average Future Daily Traffic: 31,000 (year 2031),  Features Intersected: MCKAMY BRANCH TRIBUTARY,  Facility Carried by Structure: FRANKFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.877,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1804309G1630001,  Location: 0.05 MI E OF PRESTON RD (Lat: 33.002589,  Lng: -96.794517),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 2,789 (year 2014),  Average Future Daily Traffic: 4,900 (year 2031),  Features Intersected: MCKAMY BRANCH TRIBUTARY,  Facility Carried by Structure: GENSTAR LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1804309G1870001,  Location: 0.05 MI S OF FRANKFORD RD (Lat: 32.996817,  Lng: -96.832072),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 2,000 (year 2011),  Average Future Daily Traffic: 2,600 (year 2031),  Features Intersected: WHITE ROCK CREEK TRIB,  Facility Carried by Structure: GIBBONS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.0m (49.2ft)

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

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Structure Number: 1804309H1420001,  Location: 0.30 MI SE OF HILTON HEAD (Lat: 32.987539,  Lng: -96.823056),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 492 (year 2019),  Average Future Daily Traffic: 1,300 (year 2031),  Features Intersected: WHITE ROCK CREEK TRIB,  Facility Carried by Structure: HARBOR TOWN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 1804309H6090001,  Location: 0.10 MI N OF FRANKFORD RD (Lat: 32.999381,  Lng: -96.785011),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 17,058 (year 2019),  Average Future Daily Traffic: 11,000 (year 2031),  Features Intersected: MCKAMY BRANCH,  Facility Carried by Structure: HILLCREST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $23,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309H6090004,  Location: 0.10 MI N OF MCCALLUM BLV (Lat: 32.988797,  Lng: -96.783961),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 9,030 (year 2011),  Average Future Daily Traffic: 11,000 (year 2031),  Features Intersected: EAST FORK MCKAMY BRANCH,  Facility Carried by Structure: HILLCREST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309M2980001,  Location: 0.10 MI W OF HILLCREST RD (Lat: 32.987994,  Lng: -96.785683),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,000 (year 2011),  Average Future Daily Traffic: 5,100 (year 2031),  Design Load: HS 20,  Features Intersected: EAST FORK MCKAMY BRANCH,  Facility Carried by Structure: MCCALLUM BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.6m (31.5ft)

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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309M2980002,  Location: 0.10 MI W OF HILLCREST RD (Lat: 32.987878,  Lng: -96.785667),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 7,505 (year 2011),  Average Future Daily Traffic: 8,000 (year 2031),  Features Intersected: EAST FORK MCKAMY BRANCH,  Facility Carried by Structure: MCCALLUM BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309M4260001,  Location: 0.20 MI NW OF MCCALLUM (Lat: 32.990592,  Lng: -96.779975),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,531 (year 2014),  Average Future Daily Traffic: 3,100 (year 2031),  Features Intersected: EAST FORK MCKAMY BRANCH,  Facility Carried by Structure: MEANDERING WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  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: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.7m (61.4ft)

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