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

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Structure Number: 191030006207023,  Location: 0.65 MI N OF LP 390 (Lat: 32.584114,  Lng: -94.342856),  Route carried "on" structure: US 59,  Year Built: 1930,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 13,408 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,070 (year 2033),  Features Intersected: GRAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.631,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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: September 2021

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Structure Number: 191030006207026,  Location: 1.00 MI N OF US 80 (Lat: 32.562431,  Lng: -94.349817),  Route carried "on" structure: US 59,  Year Built: 1937,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 19,664 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 35,010 (year 2033),  Design Load: H 15,  Features Intersected: HARRIS LAKE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.131,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  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: September 2021

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Structure Number: 191030006207042,  Location: 3.30 MI N OF LP 390 (Lat: 32.620947,  Lng: -94.337161),  Route carried "on" structure: US 59,  Year Built: 1957,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 11,113 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 21,560 (year 2033),  Design Load: HS 20,  Features Intersected: WOOD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.392,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

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: September 2021

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Structure Number: 191030006301035,  Location: 0.10 MI S OF US 80 (Lat: 32.546633,  Lng: -94.350231),  Route carried "on" structure: US 59,  Year Built: 1940,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 23,121 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,000 (year 2033),  Design Load: H 15,  Features Intersected: PARKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.802,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 32.6m (107.0ft),  Out-to-Out Width: 39.4m (129.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030006301054,  Location: 0.4 MI N OF IH 20 (Lat: 32.496861,  Lng: -94.357819),  Route carried "on" structure: US 59,  Year Built: 1964,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 15,760 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 27,640 (year 2033),  Design Load: H 20,  Features Intersected: COX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.377,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

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

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Structure Number: 191030006301079,  Location: 1.15 MI S OF IH 20 (Lat: 32.474611,  Lng: -94.358133),  Route carried "on" structure: US 59,  Year Built: 1976,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,690 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 15,240 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.958,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

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: August 2021

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Structure Number: 191030006301096,  Location: 1.35 MI S OF US 80 (Lat: 32.528553,  Lng: -94.351431),  Route carried "on" structure: US 59,  Year Built: 1940,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 23,456 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,000 (year 2033),  Design Load: H 15,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.823,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

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: September 2021

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Structure Number: 191030009608044,  Location: 1.95 MI SW OF LP 390 (Lat: 32.536156,  Lng: -94.424814),  Route carried "on" structure: US 80,  Year Built: 1935,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 8,493 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,400 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.942,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 29.0m (95.1ft)

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

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Structure Number: 191030009609045,  Location: 0.20 MI E OF LP 390 (Lat: 32.530739,  Lng: -94.286597),  Route carried "on" structure: US 80,  Year Built: 1935,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 5,438 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,400 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.617,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.4m (47.2ft)

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

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Structure Number: 191030009609046,  Location: 0.80 MI E OF LP 390 (Lat: 32.528072,  Lng: -94.277256),  Route carried "on" structure: US 80,  Year Built: 1935,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 5,438 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,400 (year 2033),  Design Load: H 15,  Features Intersected: EIGHTMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.571,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Channel: Fair,  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,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030009609068,  Location: 0.10 MI W OF US 59 (Lat: 32.548492,  Lng: -94.352306),  Route carried "on" structure: US 80,  Year Built: 1957,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 18,842 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,380 (year 2033),  Design Load: H 20,  Features Intersected: PARKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.129,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Fair,  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,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030009609096,  Location: 2.25 MI W OF US 59 (Lat: 32.548611,  Lng: -94.389350),  Route carried "on" structure: US 80,  Year Built: 1988,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 10,002 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,970 (year 2033),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.598,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 24.9m (81.7ft)

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

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Structure Number: 191030009611095,  Location: 0.30 MI E OF US 80 (Lat: 32.532403,  Lng: -94.424997),  Route carried "on" structure: State highway 3379,  Year Built: 1981,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 364 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 530 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.068,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 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: 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 48 months,  Inspection Date: September 2019

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Structure Number: 19103002070501,  Location: 2.5 MI S OF IH 20 (Lat: 32.457825,  Lng: -94.431514),  Route carried "on" structure: State highway 43,  Year Built: 1930,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 3,235 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,870 (year 2033),  Features Intersected: POTTERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.931,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030020801016,  Location: 2.60 MI E OF US 59 (Lat: 32.560525,  Lng: -94.305058),  Route carried "on" structure: State highway 43,  Year Built: 1993,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 3,081 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,020 (year 2031),  Design Load: HS 20,  Features Intersected: LP 390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.756,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 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: 29.0m (95.1ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.2m (86.0ft)

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

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Structure Number: 191030020802001,  Location: 3.00 MI NE OF LP 390 (Lat: 32.585383,  Lng: -94.263522),  Route carried "on" structure: State highway 43,  Year Built: 1934,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,091 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,660 (year 2033),  Design Load: H 15,  Features Intersected: KEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.566,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 9.2m (30.2ft),  Out-to-Out Width: 11.3m (37.1ft)

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

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Structure Number: 191030020802006,  Location: 3.90 MI NE OF LP 390 (Lat: 32.591675,  Lng: -94.251228),  Route carried "on" structure: State highway 43,  Year Built: 1990,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,091 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,660 (year 2033),  Design Load: HS 20,  Features Intersected: HAGGERTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.185,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 191030040205038,  Location: 0.30 MI S OF US 80 (Lat: 32.544836,  Lng: -94.393031),  Route carried "on" structure: State highway 390,  Year Built: 2000,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 650 (year 2011),  Truck Traffic: 21%,  Average Future Daily Traffic: 960 (year 2031),  Design Load: HS 20,  Features Intersected: UPRR & WARD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.166,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.1m (65.9ft)

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

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Structure Number: 191030049508247,  Location: 2.40 MI W OF SH 43 (Lat: 32.486908,  Lng: -94.450592),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 32,162 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,480 (year 2033),  Design Load: H 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.923,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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

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Structure Number: 191030049508248,  Location: 2.05 MI W OF SH 43 (Lat: 32.487978,  Lng: -94.444531),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 16,124 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,480 (year 2033),  Design Load: HS 20,  Features Intersected: POTTERS CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.499,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 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: September 2021

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Structure Number: 191030049508249,  Location: 2.05 MI W OF SH 43 (Lat: 32.487139,  Lng: -94.444564),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 16,037 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,480 (year 2033),  Design Load: HS 20,  Features Intersected: POTTERS CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.499,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 19103004950825,  Location: 1.90 MI W OF SH 43 (Lat: 32.487217,  Lng: -94.442483),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 16,037 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,480 (year 2033),  Design Load: HS 20,  Features Intersected: POTTERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.347,  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: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030049508251,  Location: 1.90 MI W OF SH 43 (Lat: 32.488067,  Lng: -94.442508),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 16,124 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,480 (year 2033),  Design Load: HS 20,  Features Intersected: POTTERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.347,  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: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030049508252,  Location: 1.20 MI W OF SH 43 (Lat: 32.488194,  Lng: -94.429928),  Route carried "on" structure: County highway 3018,  Year Built: 1965,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 529 (year 2013),  Average Future Daily Traffic: 529 (year 2033),  Design Load: H 15,  Features Intersected: IH 20,  Facility Carried by Structure: COOKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.449,  Lanes on structure: 2,  Lanes under structure: 4,  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,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191030049508253,  Location: 0.70 MI W OF SH 43 (Lat: 32.488519,  Lng: -94.421950),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 32,162 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 44,960 (year 2033),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.639,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 191030049509209,  Location: 2.95 MI W OF US 59 (Lat: 32.489056,  Lng: -94.409444),  Route carried "on" structure: State highway 43,  Year Built: 1965,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 5,420 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,590 (year 2033),  Design Load: H 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.935,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19103004950921,  Location: 0.60 MI E OF SH 43 (Lat: 32.489583,  Lng: -94.399211),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 17,867 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,280 (year 2033),  Features Intersected: STARKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.893,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

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

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Structure Number: 191030049509211,  Location: 0.60 MI E OF SH 43 (Lat: 32.488878,  Lng: -94.398972),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 17,422 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,280 (year 2033),  Features Intersected: STARKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.915,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

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

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Structure Number: 191030049509212,  Location: 1.10 MI E OF SH 43 (Lat: 32.489975,  Lng: -94.390267),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 35,289 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,280 (year 2033),  Design Load: HS 20,  Features Intersected: ROSEBOROUGH SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.728,  Lanes on structure: 2,  Lanes under 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: 12.2m (40.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.5m (41.0ft)

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

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Structure Number: 191030049509213,  Location: 1.10 MI E OF SH 43 (Lat: 32.489097,  Lng: -94.390242),  Route carried "on" structure: County highway 3017,  Year Built: 1965,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 636 (year 2013),  Average Future Daily Traffic: 636 (year 2033),  Design Load: H 15,  Features Intersected: IH 20 EB,  Facility Carried by Structure: ROSEBOROUGH SPR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.360,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.9 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191030049509214,  Location: 2.95 MI E OF SH 43 (Lat: 32.491167,  Lng: -94.358758),  Route carried "on" structure: US 59,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 19,740 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 27,640 (year 2033),  Design Load: H 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.996,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 191030049509216,  Location: 0.80 MI E OF US 59 (Lat: 32.491733,  Lng: -94.345211),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 35,289 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 44,560 (year 2033),  Design Load: H 20,  Features Intersected: COX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.096,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 191030049509217,  Location: 1.45 MI E OF US 59 (Lat: 32.492194,  Lng: -94.334064),  Route carried "on" structure: County highway 1023,  Year Built: 1965,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 312 (year 2018),  Average Future Daily Traffic: 370 (year 2033),  Design Load: H 15,  Features Intersected: IH 20,  Facility Carried by Structure: FIVE NOTCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030049509218,  Location: 1.80 MI E OF US 59 (Lat: 32.492372,  Lng: -94.327822),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 17,422 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,280 (year 2033),  Design Load: H 20,  Features Intersected: PARKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.750,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.0 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: Somewhat better than minimum adequacy,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030049509219,  Location: 1.80 MI E OF US 59 (Lat: 32.492542,  Lng: -94.327853),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 17,867 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,280 (year 2033),  Design Load: H 20,  Features Intersected: PARKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.740,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.0 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: Somewhat better than minimum adequacy,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19103004950922,  Location: 3.40 MI E OF US 59 (Lat: 32.493653,  Lng: -94.300861),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 17,867 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,280 (year 2033),  Design Load: HS 20,  Features Intersected: EIGHT MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.249,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030049509221,  Location: 3.40 MI E OF US 59 (Lat: 32.493475,  Lng: -94.300872),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 17,422 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,280 (year 2033),  Design Load: HS 20,  Features Intersected: EIGHT MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.238,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030049510123,  Location: 3.60 MI E OF US 59 (Lat: 32.493814,  Lng: -94.296728),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 16,574 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,280 (year 2033),  Design Load: HS 20,  Features Intersected: FM 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.521,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030049510124,  Location: 3.60 MI E OF US 59 (Lat: 32.493644,  Lng: -94.296536),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 16,283 (year 2019),  Truck Traffic: 38%,  Average Future Daily Traffic: 22,280 (year 2033),  Design Load: HS 20,  Features Intersected: FM 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.541,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030064001001,  Location: 0.10 MI NW OF IH 20 (Lat: 32.495050,  Lng: -94.298278),  Route carried "on" structure: State highway 31,  Year Built: 1938,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,550 (year 2031),  Design Load: H 15,  Features Intersected: EIGHT MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.553,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 13.9m (45.6ft)

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

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Structure Number: 191030064001023,  Location: 0.15 MI E OF US 59 (Lat: 32.541722,  Lng: -94.346911),  Route carried "on" structure: State highway 31,  Year Built: 1966,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,765 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,570 (year 2033),  Design Load: H 20,  Features Intersected: PARKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.251,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Channel: Fair,  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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030064006019,  Location: 1.60 MI W OF SH 154 (Lat: 32.549983,  Lng: -94.420928),  Route carried "on" structure: State highway 449,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 864 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,210 (year 2033),  Design Load: H 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.260,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  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: 16.6m (54.5ft),  Out-to-Out Width: 17.0m (55.8ft)

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

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Structure Number: 191030084307006,  Location: 0.05 MI W OF US 59 (Lat: 32.432569,  Lng: -94.347136),  Route carried "on" structure: State highway 2625,  Year Built: 1963,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 708 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,050 (year 2033),  Design Load: HS 20,  Features Intersected: COLLIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.090,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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

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Structure Number: 191030157502009,  Location: 1.30 MI S OF US 80 (Lat: 32.510328,  Lng: -94.451814),  Route carried "on" structure: State highway 968,  Year Built: 1983,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 1,648 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,900 (year 2033),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.640,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 191030157504007,  Location: 1.20 MI W OF US 59 (Lat: 32.573222,  Lng: -94.366967),  Route carried "on" structure: State highway 390,  Year Built: 1980,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 5,231 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,290 (year 2033),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.203,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 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: 12.8m (42.0ft)

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