Bridge Statistics for Texarkana, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31920-1929
- 11930-1939
- 21940-1949
- 11950-1959
- 161960-1969
- 321970-1979
- 271980-1989
- 131990-1999
- 292000-2009
- 372010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 21950-1959
- 31960-1969
- 01970-1979
- 11980-1989
- 21990-1999
- 62000-2009
- 42010-2019
- Bridge Condition - Deck
- 1.4%Very good
- 76.8%Good
- 21.7%Satisfactory
- Bridge Condition - Superstructure
- 26.1%Very good
- 58.0%Good
- 14.5%Satisfactory
- 1.4%Fair
- Bridge Condition - Substructure
- 68.1%Good
- 27.5%Satisfactory
- 4.3%Fair
- Bridge Condition - Channel
- 35.7%Good
- 51.2%Satisfactory
- 9.5%Fair
- 3.6%Poor
- Bridge Condition - Culverts
- 58.8%Good
- 33.3%Satisfactory
- 7.8%Fair
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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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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