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

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Structure Number: 190190001011044,  Location: 1.30 MI E OF FM 990 (Lat: 33.323014,  Lng: -94.539117),  Route carried "on" structure: US 67,  Year Built: 1925,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,185 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,770 (year 2033),  Features Intersected: SCHYLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 190190001013091,  Location: 0.19 MI W OF US 82 (Lat: 33.423319,  Lng: -94.052328),  Route carried "on" structure: US 67,  Year Built: 1935,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 16,760 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,460 (year 2033),  Design Load: H 15,  Features Intersected: SWAMPOODLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.970,  Lanes on structure: 3,  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: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Fair,  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: June 2020

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Structure Number: 190190001013138,  Location: 0.30 MI W OF US 82 (Lat: 33.424181,  Lng: -94.053594),  Route carried "on" structure: US 67,  Year Built: 1977,  Status: Open,  Structure Length: 40.75m (133.69ft),  Average Daily Traffic: 15,168 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,460 (year 2033),  Design Load: HS 20,  Features Intersected: KCSRR ELM ST SWAMPDL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.826,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 17,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.0m,  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 16.3m (53.5ft)

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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19019000101315,  Location: 1.10 MI E OF US 59 (Lat: 33.420889,  Lng: -94.079878),  Route carried "on" structure: US 67,  Year Built: 1998,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 10,648 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,680 (year 2031),  Design Load: HS 20,  Features Intersected: WAGNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.547,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.7m (104.0ft)

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

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Structure Number: 190190001013151,  Location: 0.70 MI W OF SH 93 (Lat: 33.421861,  Lng: -94.072750),  Route carried "on" structure: US 67,  Year Built: 1998,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 10,648 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,680 (year 2031),  Design Load: HS 20,  Features Intersected: COWHORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.905,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.7m (104.0ft)

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

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Structure Number: 190190004606027,  Location: 0.20 MI W OF LOOP 14 (Lat: 33.435031,  Lng: -94.056689),  Route carried "on" structure: US 82,  Year Built: 1941,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 15,211 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,730 (year 2033),  Design Load: H 15,  Features Intersected: SWAMPOODLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.037,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 25.0m (82.0ft)

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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190004606031,  Location: 0.74 MI W OF SH 93 (Lat: 33.435469,  Lng: -94.075292),  Route carried "on" structure: US 82,  Year Built: 1977,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 11,902 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,870 (year 2033),  Design Load: HS 20,  Features Intersected: COWHORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.288,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190021701005,  Location: 2.80 MI N OF IH 30 (Lat: 33.510422,  Lng: -94.043981),  Route carried "on" structure: US 59,  Year Built: 1947,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 5,502 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,270 (year 2033),  Design Load: H 20,  Features Intersected: MCKINNEY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.852,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190021701009,  Location: 2.30 MI N OF IH 30 (Lat: 33.501394,  Lng: -94.043717),  Route carried "on" structure: US 59,  Year Built: 1988,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 10,822 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 16,540 (year 2033),  Design Load: HS 20,  Features Intersected: BEE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.906,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

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 48 months,  Inspection Date: June 2020

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Structure Number: 19019002170101,  Location: 2.80 MI N OF IH 30 (Lat: 33.510422,  Lng: -94.043767),  Route carried "on" structure: US 59,  Year Built: 1988,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 5,320 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,270 (year 2033),  Design Load: HS 20,  Features Intersected: MCKINNEY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.852,  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: 9.1m (29.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190021801001,  Location: 1.30 MI S OF US 67 (Lat: 33.405272,  Lng: -94.061572),  Route carried "on" structure: State highway 93,  Year Built: 1926,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 7,227 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,590 (year 2033),  Design Load: H 15,  Features Intersected: WAGGONER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.481,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.8 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190021801002,  Location: 0.65 MI NE OF US 59 (Lat: 33.398181,  Lng: -94.087906),  Route carried "on" structure: State highway 93,  Year Built: 1926,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 7,691 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,320 (year 2033),  Features Intersected: HOWARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.095,  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: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.0m (85.3ft)

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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190021801075,  Location: 0.60 MI NE OF FM 989 (Lat: 33.393314,  Lng: -94.101081),  Route carried "on" structure: US 59,  Year Built: 2004,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 15,818 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 28,000 (year 2031),  Design Load: HS 20,  Features Intersected: CORRAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.443,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 190190021801143,  Location: 1.10 MI S OF US 67 (Lat: 33.413700,  Lng: -94.061022),  Route carried "on" structure: US 93,  Year Built: 2011,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 7,300 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,620 (year 2031),  Design Load: HL 93,  Features Intersected: UPRR & NORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.432,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.4m (80.1ft)

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

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Structure Number: 190190021802045,  Location: 0.30 MI S OF US 82 (Lat: 33.438575,  Lng: -94.096728),  Route carried "on" structure: Interstate 369,  Year Built: 1977,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 28,168 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,070 (year 2033),  Design Load: HS 20,  Features Intersected: MERCER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.382,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 27 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.5m (4.9ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020

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Structure Number: 190190021802046,  Location: 0.80 MI N OF US 67 (Lat: 33.431589,  Lng: -94.097203),  Route carried "on" structure: ServiceOther road 369,  Year Built: 1977,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 25,770 (year 2013),  Average Future Daily Traffic: 36,070 (year 2033),  Design Load: HS 20,  Features Intersected: WAGGONER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.577,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.9 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 190190021802047,  Location: 0.10 MI S OF WESTLAWN DR (Lat: 33.430739,  Lng: -94.095614),  Route carried "on" structure: ServiceOther road 369,  Year Built: 1977,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 7,030 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,850 (year 2033),  Design Load: HS 20,  Features Intersected: WAGGONER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.437,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 190190021802049,  Location: 0.50 MI S OF US 67 (Lat: 33.411869,  Lng: -94.097197),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 1,020 (year 2013),  Average Future Daily Traffic: 1,020 (year 2033),  Design Load: HS 20,  Features Intersected: IH 369,  Facility Carried by Structure: TERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 18.9m (62.0ft)

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

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Structure Number: 19019002180205,  Location: 0.90 MI S OF US 67 (Lat: 33.404739,  Lng: -94.097556),  Route carried "on" structure: Interstate 369,  Year Built: 1981,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 20,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,000 (year 2033),  Design Load: HS 20,  Features Intersected: HOWARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.576,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 190190021802051,  Location: 1.10 MI S OF US 67 (Lat: 33.402461,  Lng: -94.097761),  Route carried "on" structure: Interstate 369,  Year Built: 1981,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,000 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR & FINDLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.281,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 190190021802052,  Location: 1.10 MI S OF US 67 (Lat: 33.402450,  Lng: -94.097550),  Route carried "on" structure: Interstate 369,  Year Built: 1981,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,000 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR & FINDLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.286,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 15.8m (51.8ft)

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

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Structure Number: 190190021802054,  Location: 0.60 MI S OF IH 30 (Lat: 33.443331,  Lng: -94.096625),  Route carried "on" structure: Interstate 369,  Year Built: 1981,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 15,537 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,650 (year 2033),  Design Load: HS 20,  Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.884,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: 190190021802055,  Location: 0.60 MI S OF IH 30 (Lat: 33.443417,  Lng: -94.096844),  Route carried "on" structure: Interstate 369,  Year Built: 1981,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 11,919 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,650 (year 2033),  Design Load: HS 20,  Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.884,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.2m (59.7ft)

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

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Structure Number: 190190021802056,  Location: 0.80 MI N OF US 67 (Lat: 33.431389,  Lng: -94.096289),  Route carried "on" structure: Interstate 369,  Year Built: 1981,  Status: Open,  Structure Length: 30.82m (101.12ft),  Average Daily Traffic: 11,688 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,880 (year 2033),  Design Load: HS 20,  Features Intersected: WESTLAWN DR RR WGR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.366,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 12,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 190190021802057,  Location: 0.80 MI N OF US 67 (Lat: 33.431589,  Lng: -94.096531),  Route carried "on" structure: US 59,  Year Built: 1981,  Status: Open,  Structure Length: 29.17m (95.70ft),  Average Daily Traffic: 10,750 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,350 (year 2031),  Design Load: HS 20,  Features Intersected: WESTLAWN DR RR WGR CR,  Facility Carried by Structure: IH 369 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.374,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  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: 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: Somewhat better than minimum adequacy,  Underclear: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 190190021802139,  Location: 2.50 MI S OF IH 30 (Lat: 33.418661,  Lng: -94.096392),  Route carried "on" structure: Interstate 369,  Year Built: 1981,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 11,688 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,880 (year 2033),  Design Load: HS 20,  Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.080,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 19019002180214,  Location: 2.50 MI S OF IH 30 (Lat: 33.418681,  Lng: -94.096603),  Route carried "on" structure: Interstate 369,  Year Built: 1981,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 11,130 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,880 (year 2033),  Design Load: HS 20,  Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.080,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 190190021802142,  Location: 0.10 MI S OF IH 30 (Lat: 33.449167,  Lng: -94.096939),  Route carried "on" structure: Ramp Other road 369,  Year Built: 2011,  Status: Open,  Structure Length: 25.60m (83.99ft),  Average Daily Traffic: 6,375 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,690 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: IH 369 SB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.331,  Lanes on structure: 1,  Lanes under structure: 1,  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: 8,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 190190061007034,  Location: 0.40 MI W OF SH 93 (Lat: 33.462817,  Lng: -94.072311),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 44,531 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 83,120 (year 2033),  Design Load: HS 20,  Features Intersected: COWHORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.346,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 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: 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 2020

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Structure Number: 190190061007035,  Location: 0.40 MI W OF SH 93 (Lat: 33.463289,  Lng: -94.072253),  Route carried "on" structure: ServiceOther road 30,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 13,740 (year 2013),  Truck Traffic: 43%,  Average Future Daily Traffic: 19,240 (year 2033),  Design Load: HS 20,  Features Intersected: COWHORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.349,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 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: 16.3m (53.5ft),  Out-to-Out Width: 19.5m (64.0ft)

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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061007037,  Location: 0.50 MI NE OF SH 93 (Lat: 33.468358,  Lng: -94.059175),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 49,925 (year 2020),  Truck Traffic: 43%,  Average Future Daily Traffic: 95,790 (year 2033),  Design Load: HS 20,  Features Intersected: E FORK OF COWHORN CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.712,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 63.4m (208.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: 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 2020

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Structure Number: 190190061007038,  Location: 0.40 MI W OF US 59 (Lat: 33.470031,  Lng: -94.050292),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 21,555 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 47,890 (year 2033),  Design Load: HS 20,  Features Intersected: KCS RR & N PARK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.491,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061007039,  Location: 0.40 MI W OF US 59 (Lat: 33.470208,  Lng: -94.050322),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 29,703 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 47,890 (year 2033),  Design Load: HS 20,  Features Intersected: KCS RR & N PARK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.541,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061007065,  Location: 0.95 MI W OF US 59 (Lat: 33.451947,  Lng: -94.113514),  Route carried "on" structure: Interstate 30,  Year Built: 1964,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 31,100 (year 2013),  Truck Traffic: 43%,  Average Future Daily Traffic: 43,540 (year 2033),  Design Load: HS 20,  Features Intersected: WAGGONER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.316,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

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: August 2020

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Structure Number: 190190061007067,  Location: 0.70 MI W OF US 59 (Lat: 33.451731,  Lng: -94.111058),  Route carried "on" structure: Interstate 30,  Year Built: 1964,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 31,100 (year 2013),  Truck Traffic: 43%,  Average Future Daily Traffic: 43,540 (year 2033),  Design Load: HS 20,  Features Intersected: WAGGONER CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.546,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 2020

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Structure Number: 190190061007073,  Location: 0.80 MI SW OF FM 1397 (Lat: 33.460022,  Lng: -94.078603),  Route carried "on" structure: Interstate 30,  Year Built: 1964,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 44,531 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 83,120 (year 2033),  Design Load: HS 20,  Features Intersected: COWHORN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.688,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Poor,  Culverts: Fair,  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 2020

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Structure Number: 190190061007141,  Location: 0.55 MI N OF US 82 (Lat: 33.452378,  Lng: -94.098567),  Route carried "on" structure: Ramp Interstate 369,  Year Built: 2010,  Status: Open,  Structure Length: 42.70m (140.09ft),  Average Daily Traffic: 19,140 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,800 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: IH 30 EBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.808,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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: 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 19019006100719,  Location: 0.70 MI W OF SH 93 (Lat: 33.461358,  Lng: -94.077597),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 17.71m (58.10ft),  Average Daily Traffic: 7,970 (year 2013),  Average Future Daily Traffic: 7,970 (year 2033),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: COWHORN CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 4,  Lanes under structure: 11,  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: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 190190061007193,  Location: 0.50 MI E OF FM 2878 (Lat: 33.452606,  Lng: -94.113592),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 2004,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 8,460 (year 2013),  Truck Traffic: 27%,  Average Future Daily Traffic: 11,850 (year 2033),  Design Load: HS 20,  Features Intersected: WAGGONER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.593,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061007194,  Location: 0.70 MI E OF FM 2878 (Lat: 33.452308,  Lng: -94.111103),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 2004,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,420 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,990 (year 2031),  Design Load: HS 20,  Features Intersected: WAGGONER CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.831,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  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: 14.6m (47.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 190190061007195,  Location: 0.40 MI W OF US 71 (Lat: 33.469739,  Lng: -94.050406),  Route carried "on" structure: ServiceOther road 30,  Year Built: 2010,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 3,031 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,244 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: KCS RR & N PARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.950,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 190190061007196,  Location: 0.40 MI W OF US 71 (Lat: 33.470603,  Lng: -94.050131),  Route carried "on" structure: ServiceOther road 30,  Year Built: 2010,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 3,031 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,244 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: KCS RR & N PARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.940,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 190190061007197,  Location: 2.80 MI W OF US 71 (Lat: 33.456444,  Lng: -94.086528),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 2010,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 2,666 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,733 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.658,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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