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

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Structure Number: 180570019702087,  Location: 3.30 MI SE OF IH 20 (Lat: 32.670467,  Lng: -96.590897),  Route carried "on" structure: ServiceUS 175,  Year Built: 1938,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 790 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,100 (year 2035),  Design Load: H 15,  Features Intersected: GOFF BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.361,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019702092,  Location: 7.35 MI SE OF IH 20 (Lat: 32.645508,  Lng: -96.525850),  Route carried "on" structure: US 175,  Year Built: 1948,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 18,060 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,290 (year 2035),  Design Load: H 20,  Features Intersected: E FORK TRINITY RIV TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.040,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019702124,  Location: 3.90 MI SE OF IH 20 (Lat: 32.662006,  Lng: -96.574564),  Route carried "on" structure: US 175,  Year Built: 1961,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 51,652 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,210 (year 2035),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.221,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

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

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Structure Number: 180570019702151,  Location: 4.30 MI SE OF IH 20 (Lat: 32.661106,  Lng: -96.571303),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 4,882 (year 2019),  Average Future Daily Traffic: 10,765 (year 2035),  Design Load: H 20,  Features Intersected: US 175,  Facility Carried by Structure: SIMONDS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019702152,  Location: 5.25 MI SE OF IH 20 (Lat: 32.654933,  Lng: -96.557453),  Route carried "on" structure: US 175,  Year Built: 1964,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 21,860 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,600 (year 2035),  Design Load: HS 20,  Features Intersected: SEAGOVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.902,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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 Cast-file-Place

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Structure Number: 180570019702153,  Location: 5.25 MI SE OF IH 20 (Lat: 32.654881,  Lng: -96.557983),  Route carried "on" structure: US 175,  Year Built: 1964,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 21,860 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,600 (year 2035),  Design Load: HS 20,  Features Intersected: SEAGOVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.902,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019702154,  Location: 6.10 MI SE OF IH 20 (Lat: 32.650103,  Lng: -96.545447),  Route carried "on" structure: US 175,  Year Built: 1964,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 18,060 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,290 (year 2035),  Design Load: HS 20,  Features Intersected: HALL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.144,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019702155,  Location: 6.10 MI SE OF IH 20 (Lat: 32.650111,  Lng: -96.546131),  Route carried "on" structure: US 175,  Year Built: 1964,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 18,060 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,290 (year 2035),  Design Load: HS 20,  Features Intersected: HALL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.144,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019702156,  Location: 6.75 MI SE OF IH 20 (Lat: 32.647231,  Lng: -96.533778),  Route carried "on" structure: US 175,  Year Built: 1964,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 18,060 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,290 (year 2035),  Design Load: HS 20,  Features Intersected: MALLOY BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.293,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019702157,  Location: 6.75 MI SE OF IH 20 (Lat: 32.647086,  Lng: -96.534492),  Route carried "on" structure: US 175,  Year Built: 1964,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 18,060 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,290 (year 2035),  Design Load: HS 20,  Features Intersected: MALLOY BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.282,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019702171,  Location: 7.00 MI SE OF IH 20 (Lat: 32.645783,  Lng: -96.525531),  Route carried "on" structure: ServiceUS 175,  Year Built: 1971,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,590 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,430 (year 2035),  Features Intersected: E FORK TRINITY RIV TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.112,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 180570019702172,  Location: 7.35 MI SE OF IH 20 (Lat: 32.645992,  Lng: -96.525500),  Route carried "on" structure: US 175,  Year Built: 1971,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 18,060 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,290 (year 2035),  Design Load: HS 20,  Features Intersected: E FORK TRINITY RIV TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.040,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019702173,  Location: 7.00 MI SE OF IH 20 (Lat: 32.645322,  Lng: -96.525894),  Route carried "on" structure: ServiceUS 175,  Year Built: 1971,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,900 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,860 (year 2035),  Features Intersected: E FORK TRINITY RIV TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.112,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 180570019702184,  Location: 2.95 MI SE OF IH 20 (Lat: 32.672806,  Lng: -96.595608),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 4,342 (year 2015),  Average Future Daily Traffic: 5,420 (year 2035),  Design Load: HS 20,  Features Intersected: US 175,  Facility Carried by Structure: WOODY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019702185,  Location: 3.30 MI SE OF IH 20 (Lat: 32.670619,  Lng: -96.590806),  Route carried "on" structure: US 175,  Year Built: 1972,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 29,900 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,870 (year 2035),  Design Load: HS 20,  Features Intersected: GOFF BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.364,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: 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 Cast-file-Place

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Structure Number: 180570019702187,  Location: 3.50 MI SE OF IH 20 (Lat: 32.668158,  Lng: -96.585508),  Route carried "on" structure: US 175,  Year Built: 1972,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 29,900 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,870 (year 2035),  Design Load: HS 20,  Features Intersected: STARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.932,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 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: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019702188,  Location: 3.50 MI SE OF IH 20 (Lat: 32.668153,  Lng: -96.584814),  Route carried "on" structure: US 175,  Year Built: 1972,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 29,900 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,870 (year 2035),  Design Load: HS 20,  Features Intersected: STARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.932,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 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: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

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: Better than present minimum criteria,  Underclear: 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 Cast-file-Place

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Structure Number: 180570AA0095001,  Location: 0.25 MI SE OF SIMONDS RD (Lat: 32.638472,  Lng: -96.590881),  Route carried "on" structure: County highway ,  Year Built: 1945,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 614 (year 2019),  Average Future Daily Traffic: 1,200 (year 2031),  Features Intersected: HICKORY CREEK TRIB,  Facility Carried by Structure: BOWERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570AA0222004,  Location: 1.1 MI NE OF BILINDSAY RD (Lat: 32.618097,  Lng: -96.560483),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 2,534 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,000 (year 2031),  Features Intersected: PARSONS SLOUGH,  Facility Carried by Structure: MALLOY BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.326,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570AA0455001,  Location: 0.25 MI SW OF KAUFMAN CO (Lat: 32.664997,  Lng: -96.524239),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 320 (year 2011),  Average Future Daily Traffic: 500 (year 2031),  Features Intersected: E FORK TRINITY RIVER,  Facility Carried by Structure: MALLOY BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

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

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Structure Number: 180570AA0455002,  Location: 1.20 MI NE OF US 175 (Lat: 32.663236,  Lng: -96.526347),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 320 (year 2011),  Average Future Daily Traffic: 500 (year 2031),  Features Intersected: E FK TRINITY RIV REL,  Facility Carried by Structure: MALLOY BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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

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Structure Number: 180570AA0650003,  Location: 0.8 MI NE OF BELT LINE RD (Lat: 32.632250,  Lng: -96.602414),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 680 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,000 (year 2031),  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: SIMONDS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

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

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Structure Number: 180570L00225001,  Location: 0.30 MI SE OF SIMONS RD (Lat: 32.666014,  Lng: -96.551156),  Route carried "on" structure: City street ,  Year Built: 1998,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 790 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,000 (year 2031),  Features Intersected: E FRK TRINITY RIVER TRIB,  Facility Carried by Structure: FARMERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 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: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 180570L00390001,  Location: 0.4 MI NW OF SIMONDS RD (Lat: 32.660169,  Lng: -96.581425),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 400 (year 2011),  Average Future Daily Traffic: 700 (year 2031),  Features Intersected: HICKORY CREEK TRIB,  Facility Carried by Structure: KLEBERG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

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,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570L00650001,  Location: 1.7 MI NE OF US 175 (Lat: 32.677100,  Lng: -96.549842),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 370 (year 2011),  Average Future Daily Traffic: 500 (year 2031),  Features Intersected: E FRK TRINITY RIVER TRIB,  Facility Carried by Structure: SIMONDS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.800,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.0m (29.5ft)

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

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Structure Number: 180570LW2460001,  Location: 0.40 MI SW of Kaufman St (Lat: 32.648906,  Lng: -96.559811),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 400 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 520 (year 2041),  Features Intersected: Draw,  Facility Carried by Structure: Environmental Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

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

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Structure Number: 180570LW2491001,  Location: 0.05 MI SE of Shannon Rd (Lat: 32.692839,  Lng: -96.552689),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 650 (year 2021),  Average Future Daily Traffic: 850 (year 2041),  Design Load: HS 20,  Features Intersected: Draw,  Facility Carried by Structure: Highland Meadows
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 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,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570T03409001,  Location: 2.2 MI E of Simonds Rd (Lat: 32.644528,  Lng: -96.565614),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 420 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 570 (year 2041),  Features Intersected: Draw,  Facility Carried by Structure: Bowers Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.5m (37.7ft)

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

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Structure Number: 181300019703174,  Location: 0.7 MI E OF DALLAS CO (Lat: 32.642650,  Lng: -96.509003),  Route carried "on" structure: State highway 1389,  Year Built: 1971,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 2,462 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,050 (year 2033),  Design Load: HS 20,  Features Intersected: US 175
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.051,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

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: Better than 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 Cast-file-Place

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Structure Number: 18130001970319,  Location: 0.9 MI E OF FM 1389 (Lat: 32.639800,  Lng: -96.493072),  Route carried "on" structure: US 175,  Year Built: 1975,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 16,646 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,920 (year 2033),  Design Load: HS 20,  Features Intersected: E FK TRINITY RI REL #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.384,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 181300019703191,  Location: 1.2 MI E OF FM 1389 (Lat: 32.638328,  Lng: -96.485025),  Route carried "on" structure: US 175,  Year Built: 1975,  Status: Open,  Structure Length: 67.06m (220.01ft),  Average Daily Traffic: 16,646 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,920 (year 2033),  Design Load: HS 20,  Features Intersected: E FK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.873,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 42,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: 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: Equal 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18130001970324,  Location: 0.9 MI E OF FM 1389 (Lat: 32.639747,  Lng: -96.493322),  Route carried "on" structure: US 175,  Year Built: 1995,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 18,814 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,920 (year 2033),  Design Load: HS 20,  Features Intersected: E FK TRINITY RI REL #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.384,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 18.3m (60.0ft),  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: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 181300019703241,  Location: 1.2 MI E OF FM 1389 (Lat: 32.638811,  Lng: -96.488200),  Route carried "on" structure: US 175,  Year Built: 1995,  Status: Open,  Structure Length: 67.36m (221.00ft),  Average Daily Traffic: 18,814 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,920 (year 2033),  Design Load: HS 20,  Features Intersected: E FK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.873,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 67.06m (220.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,232,000,  Roadway Improvement Cost: $308,000,  Total Project Cost: $1,540,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570019702151,  Location: 4.30 MI SE OF IH 20 (Lat: 32.661106,  Lng: -96.571303),  Route carried "under" structure: US 175,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 43,720 (year 2015),  Truck Traffic: 9%,  Features Intersected: US 175,  Facility Carried by Structure: SIMONDS RD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 20.482,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 180570019702152,  Location: 5.25 MI SE OF IH 20 (Lat: 32.654933,  Lng: -96.557453),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 999 (year 2015),  Features Intersected: SEAGOVILLE RD,  Facility Carried by Structure: US 175 WB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 2.371,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 180570019702153,  Location: 5.25 MI SE OF IH 20 (Lat: 32.654881,  Lng: -96.557983),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 999 (year 2015),  Features Intersected: SEAGOVILLE RD,  Facility Carried by Structure: US 175 EB
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 2.371,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 180570019702154,  Location: 6.10 MI SE OF IH 20 (Lat: 32.650103,  Lng: -96.545447),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 842 (year 2015),  Features Intersected: HALL ST,  Facility Carried by Structure: US 175 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 51.779,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 180570019702155,  Location: 6.10 MI SE OF IH 20 (Lat: 32.650111,  Lng: -96.546131),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 842 (year 2015),  Features Intersected: HALL ST,  Facility Carried by Structure: US 175 EB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 51.779,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 180570019702156,  Location: 6.75 MI SE OF IH 20 (Lat: 32.647231,  Lng: -96.533778),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 17,540 (year 2015),  Features Intersected: MALLOY BRIDGE RD,  Facility Carried by Structure: US 175 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 76.336,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 180570019702157,  Location: 6.75 MI SE OF IH 20 (Lat: 32.647086,  Lng: -96.534492),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 17,540 (year 2015),  Features Intersected: MALLOY BRIDGE RD,  Facility Carried by Structure: US 175 EB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 76.336,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 180570019702184,  Location: 2.95 MI SE OF IH 20 (Lat: 32.672806,  Lng: -96.595608),  Route carried "under" structure: US 175,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 59,810 (year 2015),  Truck Traffic: 9%,  Features Intersected: US 175,  Facility Carried by Structure: WOODY RD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 17.851,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 180570019702187,  Location: 3.50 MI SE OF IH 20 (Lat: 32.668158,  Lng: -96.585508),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 875 (year 2015),  Features Intersected: STARK RD,  Facility Carried by Structure: US 175 EB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 50.208,  Lanes on structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 180570019702188,  Location: 3.50 MI SE OF IH 20 (Lat: 32.668153,  Lng: -96.584814),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 875 (year 2015),  Features Intersected: STARK RD,  Facility Carried by Structure: US 175 WB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 50.208,  Lanes on structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 181300019703174,  Location: 0.7 MI E OF DALLAS CO (Lat: 32.642650,  Lng: -96.509003),  Route carried "under" structure: US 175,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 27,020 (year 2013),  Truck Traffic: 10%,  Features Intersected: FM 1389,  Facility Carried by Structure: FM 1389
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 18.910,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 18130001970319,  Location: 0.9 MI E OF FM 1389 (Lat: 32.639800,  Lng: -96.493072),  Route carried "under" structure: ServiceUS 175,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 17,270 (year 2010),  Features Intersected: E FK TRINITY RI REL #1
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 20.384,  Lanes on structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 18130001970324,  Location: 0.9 MI E OF FM 1389 (Lat: 32.639747,  Lng: -96.493322),  Route carried "under" structure: ServiceUS 175,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 17,270 (year 2010),  Features Intersected: E FK TRINITY RI REL #1
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 20.384,  Lanes on structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)