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

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Structure Number: 11130000909491,  Location: 0.3 MI E OF IH-30 (Lat: 33.130306,  Lng: -96.040000),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 2017,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 5,150 (year 2017),  Truck Traffic: 50%,  Average Future Daily Traffic: 37,060 (year 2034),  Design Load: HL 93,  Features Intersected: Elm Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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

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Structure Number: 11170000906427,  Location: 1.7 MI_NE ROCKWALL C/L (Lat: 33.022508,  Lng: -96.276417),  Route carried "on" structure: State highway 66,  Year Built: 2000,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 3,674 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,530 (year 2027),  Design Load: HS 20,  Features Intersected: PAYNE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.775,  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: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.8m (45.3ft)

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

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Structure Number: 11170000906432,  Location: 8.9 MI NE ROCKWALL C/L (Lat: 33.093800,  Lng: -96.185844),  Route carried "on" structure: State highway 66,  Year Built: 2000,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 3,464 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 4,680 (year 2033),  Design Load: HS 20,  Features Intersected: EAST CADDO SLOUGH SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.357,  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: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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: 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: 11170000906434,  Location: 10.4 MI NE ROCKWALL CO LN (Lat: 33.108000,  Lng: -96.166300),  Route carried "on" structure: State highway 66,  Year Built: 2000,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 3,464 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,760 (year 2030),  Design Load: HS 20,  Features Intersected: BLACK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.782,  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: 18.0m (59.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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

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Structure Number: 11170000906435,  Location: 9 MI NE ROCKWALL C/L (Lat: 33.095231,  Lng: -96.183992),  Route carried "on" structure: State highway 66,  Year Built: 2000,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 3,464 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,370 (year 2033),  Design Load: HS 20,  Features Intersected: EAST CADDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.785,  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: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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: 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: 1117000090737,  Location: 1.3 MI E JCT B67t & FM499 (Lat: 33.137983,  Lng: -96.055497),  Route carried "on" structure: State highway 499,  Year Built: 1985,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 401 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 350 (year 2033),  Design Load: HS 20,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.884,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11170000907371,  Location: 1.7 MI E JCT B67 & FM499 (Lat: 33.135872,  Lng: -96.049744),  Route carried "on" structure: State highway 499,  Year Built: 1985,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 401 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 350 (year 2033),  Design Load: HS 20,  Features Intersected: BYRD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.504,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.6m (47.9ft)

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,  Deck Geometry: Better than 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: December 2020

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Structure Number: 11170000907424,  Location: 0.7MI W OF JCT FM499 (Lat: 33.139633,  Lng: -96.089600),  Route carried "on" structure: State highway 67,  Year Built: 2000,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 3,100 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,640 (year 2030),  Design Load: HS 20,  Features Intersected: SABINE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.571,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.7m (44.9ft)

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

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Structure Number: 11170000907425,  Location: .55 MI W OF JCT FM499 (Lat: 33.139594,  Lng: -96.086686),  Route carried "on" structure: State highway 302,  Year Built: 2000,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 3,614 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,200 (year 2033),  Design Load: HS 20,  Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.971,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.8m (45.3ft)

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

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Structure Number: 11170000907426,  Location: 0.25MI W OF JCT FM499 (Lat: 33.139497,  Lng: -96.082178),  Route carried "on" structure: State highway 302,  Year Built: 2000,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 3,614 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,200 (year 2033),  Design Load: HS 20,  Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.227,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.7m (44.9ft)

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

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Structure Number: 11170000913096,  Location: 3.4 MI W JCT SH50&IH30 (Lat: 33.133539,  Lng: -96.049722),  Route carried "on" structure: Interstate 30,  Year Built: 1950,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 21,958 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 30,741 (year 2039),  Design Load: HS 20,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.338,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913097,  Location: 3.4 MI W JCT SH50&IH30 (Lat: 33.133364,  Lng: -96.049711),  Route carried "on" structure: Interstate 30,  Year Built: 1950,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 21,958 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 30,741 (year 2039),  Design Load: HS 20,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.360,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913098,  Location: 1.7 MI W JCT SH50&IH30 (Lat: 33.132811,  Lng: -96.020769),  Route carried "on" structure: Interstate 30,  Year Built: 1950,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 21,635 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 30,289 (year 2039),  Design Load: HS 20,  Features Intersected: HALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.043,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913099,  Location: 1.7 MI W JCT SH50&IH30 (Lat: 33.132625,  Lng: -96.020819),  Route carried "on" structure: Interstate 30,  Year Built: 1950,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 21,635 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 30,289 (year 2039),  Design Load: HS 20,  Features Intersected: HALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.043,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1117000091312,  Location: 0.5 MI NE JCT US69 (Lat: 33.123200,  Lng: -96.089014),  Route carried "on" structure: Interstate 30,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 43,399 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 45,650 (year 2033),  Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.057,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  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: Superior to present desirable 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: 11170000913121,  Location: 1.3 MI NE JCT US69&IH30 (Lat: 33.132347,  Lng: -96.078536),  Route carried "on" structure: Interstate 30,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 30.51m (100.10ft),  Average Daily Traffic: 19,520 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,820 (year 2033),  Design Load: HS 20,  Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.348,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 33,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913122,  Location: 1.3 MI NE JCT US69&IH30 (Lat: 33.132219,  Lng: -96.078369),  Route carried "on" structure: Interstate 30,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 30.51m (100.10ft),  Average Daily Traffic: 25,037 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,820 (year 2033),  Design Load: HS 20,  Features Intersected: SABINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.348,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 33,  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: Satisfactory,  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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913149,  Location: 1.2 MI NE JCT FM1903&IH30 (Lat: 33.056483,  Lng: -96.164453),  Route carried "on" structure: Interstate 30,  Year Built: 1957,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 21,151 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,150 (year 2033),  Features Intersected: EAST CADDO CRK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.424,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1117000091315,  Location: 1.2 MI NE JCT FM1903&IH30 (Lat: 33.056617,  Lng: -96.164578),  Route carried "on" structure: Interstate 30,  Year Built: 1957,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 26,427 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,150 (year 2033),  Features Intersected: EAST CADDO CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.424,  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: 10,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913151,  Location: 0.7 MI NE JCT FM1570&IH30 (Lat: 33.072856,  Lng: -96.143464),  Route carried "on" structure: Interstate 30,  Year Built: 1957,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 21,061 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 23,300 (year 2033),  Features Intersected: FARBER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.092,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913152,  Location: 0.7 MI NE JCT FM1570&IH30 (Lat: 33.072983,  Lng: -96.143614),  Route carried "on" structure: Interstate 30,  Year Built: 1957,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 20,257 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 23,300 (year 2033),  Features Intersected: FARBER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.105,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913155,  Location: 1.2MI NE JCT SH34 (Lat: 33.111714,  Lng: -96.101639),  Route carried "on" structure: Interstate 30,  Year Built: 1957,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 40,814 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,520 (year 2033),  Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.269,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 45.6m (149.6ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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: January 2021

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Structure Number: 11170000913165,  Location: JCT FM1570 AND IH30 (Lat: 33.065614,  Lng: -96.151825),  Route carried "on" structure: Interstate 30,  Year Built: 1958,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 20,257 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,150 (year 2033),  Features Intersected: FM 1570
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.022,  Lanes on structure: 2,  Lanes under 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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913166,  Location: JCT FM1570 AND IH30 (Lat: 33.065400,  Lng: -96.151614),  Route carried "on" structure: Interstate 30,  Year Built: 1958,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 21,061 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,150 (year 2033),  Features Intersected: FM 1570
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.022,  Lanes on structure: 2,  Lanes under 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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913238,  Location: 1.2 MI NE JCT FM1903&IH30 (Lat: 33.056844,  Lng: -96.164781),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1960,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 550 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 780 (year 2033),  Features Intersected: E. CADDO CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.453,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1117000091324,  Location: 0.7 MI NE JCT FM1570&IH30 (Lat: 33.073144,  Lng: -96.143881),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1960,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 4,600 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,440 (year 2033),  Features Intersected: FARBER BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.134,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913316,  Location: 0.9 MI NE JCT US69 (Lat: 33.126411,  Lng: -96.083667),  Route carried "on" structure: Ramp City street 980,  Year Built: 1971,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 5,500 (year 2011),  Average Future Daily Traffic: 8,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH30,  Facility Carried by Structure: DIVISION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.613,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913317,  Location: JCT US69 AND IH30 (Lat: 33.115931,  Lng: -96.099689),  Route carried "on" structure: US 69,  Year Built: 1971,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 26,020 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 36,850 (year 2033),  Design Load: HS 20,  Features Intersected: IH30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.466,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.5m (90.2ft)

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: High priority of corrective action,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913327,  Location: JCT BUS US69 AND IH30 (Lat: 33.119497,  Lng: -96.096575),  Route carried "on" structure: State highway 69,  Year Built: 1974,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 8,630 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,090 (year 2033),  Design Load: HS 20,  Features Intersected: IH30 MAIN LANES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.348,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 29.4m (96.5ft)

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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913328,  Location: JCT.IH 30 AND SPUR 302 (Lat: 33.135383,  Lng: -96.073478),  Route carried "on" structure: Interstate 30,  Year Built: 1974,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 22,097 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,820 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 302
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.112,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

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

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Structure Number: 11170000913329,  Location: JCT.IH 30 ANDLOOP 302 (Lat: 33.135761,  Lng: -96.073214),  Route carried "on" structure: Interstate 30,  Year Built: 1974,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 19,520 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,820 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 302
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 28.112,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

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

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Structure Number: 1117000091333,  Location: JCT IH30& LAMAR STREET (Lat: 33.133369,  Lng: -96.056181),  Route carried "on" structure: Ramp City street 518,  Year Built: 1974,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 3,500 (year 2013),  Average Future Daily Traffic: 5,000 (year 2033),  Design Load: HS 20,  Features Intersected: IH30 ML & FR,  Facility Carried by Structure: LAMAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.761,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913331,  Location: 3.4 MI W JCT SH 50&IH 30 (Lat: 33.133761,  Lng: -96.049958),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1974,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 585 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 737 (year 2039),  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.344,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913332,  Location: 3.4 MI W JCT SH 50&IH 30 (Lat: 33.133817,  Lng: -96.049758),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1974,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 2,286 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,743 (year 2039),  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.317,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913333,  Location: 1.7 MI W JCT SH 50&IH 30 (Lat: 33.132467,  Lng: -96.020814),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1974,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 1,251 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,751 (year 2039),  Design Load: HS 20,  Features Intersected: HALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.045,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913334,  Location: 1.7 MI W JCT SH 50&IH 30 (Lat: 33.133367,  Lng: -96.020853),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1974,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 667 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 800 (year 2039),  Features Intersected: HALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.043,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1117000091338,  Location: 1.2 MI NE JCT FM 1903 (Lat: 33.056269,  Lng: -96.164239),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1986,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 815 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,170 (year 2033),  Design Load: HS 20,  Features Intersected: EAST CADDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.453,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913381,  Location: 0.7 MI NE JCT FM 1570 (Lat: 33.072658,  Lng: -96.143242),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1986,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 4,550 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,370 (year 2033),  Design Load: HS 20,  Features Intersected: FARBER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.105,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11170000913462,  Location: 1.0 MI WEST OF SH 34 (Lat: 33.088758,  Lng: -96.125097),  Route carried "on" structure: Interstate 30,  Year Built: 2011,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 20,257 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 31,900 (year 2033),  Design Load: HS 20,  Features Intersected: MONTY STRATTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.633,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 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: 36.6m (120.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11170000913463,  Location: Jct. of SH 34 and IH 30 (Lat: 33.096300,  Lng: -96.109767),  Route carried "on" structure: State highway 34,  Year Built: 2012,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 19,700 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 27,580 (year 2033),  Design Load: HS 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.049,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: 11170000913464,  Location: JCT BUS US 69 & IH 30 (Lat: 33.119150,  Lng: -96.096550),  Route carried "on" structure: State highway 69,  Year Built: 2010,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 600 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,000 (year 2033),  Design Load: HS 20,  Features Intersected: IH 30 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.348,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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: Somewhat better than minimum adequacy,  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: 11170000913465,  Location: Jct. of SH 34 and IH 30 (Lat: 33.096125,  Lng: -96.110053),  Route carried "on" structure: State highway 34,  Year Built: 2012,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 19,700 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 27,580 (year 2033),  Design Load: HS 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.049,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place