Bridge Statistics for Hope, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 191960-1969
- 21970-1979
- 31980-1989
- 81990-1999
- 52000-2009
- 12010-2019
- Bridge Condition - Deck
- 57.1%Good
- 42.9%Satisfactory
- Bridge Condition - Superstructure
- 4.8%Very good
- 71.4%Good
- 23.8%Satisfactory
- Bridge Condition - Substructure
- 19.0%Very good
- 47.6%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 3.3%Very good
- 50.0%Good
- 43.3%Satisfactory
- 3.3%Fair
- Bridge Condition - Culverts
- 70.0%Good
- 30.0%Satisfactory
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Structure Number: 5044, Location: JCT I-30 & CO.RD.2 (Lat: 33.669167, Lng: -93.628889), Route carried "on" structure: County highway 2, Year Built: 1967, Status: Open, Structure Length: 13.14m (43.11ft), Average Daily Traffic: 610 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 676 (year 2007), Design Load: H 15, Features Intersected: I-30 SEC 12 LM28.63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.921, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5044, Location: JCT I-30 & CO.RD.2 (Lat: 33.669167, Lng: -93.628889), Route carried "on" structure: County highway 2, Year Built: 1967, Status: Open, Structure Length: 13.14m (43.11ft), Average Daily Traffic: 610 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 676 (year 2007), Design Load: H 15, Features Intersected: I-30 SEC 12 LM28.63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.921, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5053, Location: JCT I-30 & CO.RD.248 (Lat: 33.702672, Lng: -93.581383), Route carried "on" structure: County highway 248, Year Built: 1968, Status: Open, Structure Length: 13.23m (43.41ft), Average Daily Traffic: 188 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 47 (year 2007), Design Load: H 20, Features Intersected: I 30-SEC 12- 32.21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5053, Location: JCT I-30 & CO.RD.248 (Lat: 33.702672, Lng: -93.581383), Route carried "on" structure: County highway 248, Year Built: 1968, Status: Open, Structure Length: 13.23m (43.41ft), Average Daily Traffic: 188 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 47 (year 2007), Design Load: H 20, Features Intersected: I 30-SEC 12- 32.21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5147, Location: JCT I-30 & CO.RD. 21 (Lat: 33.664711, Lng: -93.634211), Route carried "on" structure: County highway 21, Year Built: 1967, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 681 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 628 (year 2007), Design Load: H 15, Features Intersected: I 30-SEC 12,LM 28.19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5147, Location: JCT I-30 & CO.RD. 21 (Lat: 33.664711, Lng: -93.634211), Route carried "on" structure: County highway 21, Year Built: 1967, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 681 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 628 (year 2007), Design Load: H 15, Features Intersected: I 30-SEC 12,LM 28.19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6128, Location: 3.6 MI N JCT SH 355 (Lat: 33.633600, Lng: -93.623403), Route carried "on" structure: State highway 174, Year Built: 1987, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,371 (year 2028), Design Load: HS 20, Features Intersected: BLACK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.761, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6128, Location: 3.6 MI N JCT SH 355 (Lat: 33.633600, Lng: -93.623403), Route carried "on" structure: State highway 174, Year Built: 1987, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,371 (year 2028), Design Load: HS 20, Features Intersected: BLACK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.761, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6247, Location: .2 MI N JCT US278 & US 67 (Lat: 33.675144, Lng: -93.575600), Route carried "on" structure: US 278, Year Built: 1990, Status: Open, Structure Length: 41.09m (134.81ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 8,610 (year 2028), Design Load: HS 20, Features Intersected: UP RR & PRIVATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 18, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6247, Location: .2 MI N JCT US278 & US 67 (Lat: 33.675144, Lng: -93.575600), Route carried "on" structure: US 278, Year Built: 1990, Status: Open, Structure Length: 41.09m (134.81ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 8,610 (year 2028), Design Load: HS 20, Features Intersected: UP RR & PRIVATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 18, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7061, Location: JCT 278 & I30 HOPE, AR (Lat: 33.682300, Lng: -93.610700), Route carried "on" structure: US 278, Year Built: 2009, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 5,800 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 13,133 (year 2028), Design Load: HS 20, Features Intersected: I-30 SEC. 12 LM 29.99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.544, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7061, Location: JCT 278 & I30 HOPE, AR (Lat: 33.682300, Lng: -93.610700), Route carried "on" structure: US 278, Year Built: 2009, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 5,800 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 13,133 (year 2028), Design Load: HS 20, Features Intersected: I-30 SEC. 12 LM 29.99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.544, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7136, Location: 0.5MI E JCT 67 & 278 (Lat: 33.676306, Lng: -93.561233), Route carried "on" structure: US 67, Year Built: 2012, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 3,500 (year 2030), Design Load: HL 93, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.880, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7136, Location: 0.5MI E JCT 67 & 278 (Lat: 33.676306, Lng: -93.561233), Route carried "on" structure: US 67, Year Built: 2012, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 3,500 (year 2030), Design Load: HL 93, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.880, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21145, Location: 1.25 MI W HOPE (Lat: 33.669247, Lng: -93.632714), Route carried "on" structure: County highway 2, Year Built: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 610 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 676 (year 2007), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.679, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 21145, Location: 1.25 MI W HOPE (Lat: 33.669247, Lng: -93.632714), Route carried "on" structure: County highway 2, Year Built: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 610 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 676 (year 2007), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.679, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 2152, Location: 0.05 MI N SH 255 (Lat: 35.323692, Lng: -94.331719), Route carried "on" structure: City street 65330, Year Built: 1994, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 89 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,927 (year 2007), Features Intersected: Creek City of Fort Smith, Facility Carried by Structure: South 92nd Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2152, Location: 0.05 MI N SH 255 (Lat: 35.323692, Lng: -94.331719), Route carried "on" structure: City street 65330, Year Built: 1994, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 89 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,927 (year 2007), Features Intersected: Creek City of Fort Smith, Facility Carried by Structure: South 92nd Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22319, Location: 1 MI. EAST OF GUERNSEY (Lat: 33.662758, Lng: -93.668878), Route carried "on" structure: County highway 2, Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 610 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 421 (year 2007), Features Intersected: BRANCH OF BOIS DARC CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.316, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 22319, Location: 1 MI. EAST OF GUERNSEY (Lat: 33.662758, Lng: -93.668878), Route carried "on" structure: County highway 2, Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 610 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 421 (year 2007), Features Intersected: BRANCH OF BOIS DARC CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.316, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 22598, Location: 1.37 MI W JCT 29 & C.R 12 (Lat: 33.705606, Lng: -93.629447), Route carried "on" structure: County highway 12, Year Built: 2002, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 281 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 59 (year 2007), Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 22598, Location: 1.37 MI W JCT 29 & C.R 12 (Lat: 33.705606, Lng: -93.629447), Route carried "on" structure: County highway 12, Year Built: 2002, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 281 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 59 (year 2007), Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 23087, Location: .36 W OF S.H.29 BYPASS (Lat: 33.676667, Lng: -93.582219), Route carried "on" structure: City street 23740, Year Built: 2006, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2027), Features Intersected: BR PATE CRK (CITY), Facility Carried by Structure: E. GREENWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 23087, Location: .36 W OF S.H.29 BYPASS (Lat: 33.676667, Lng: -93.582219), Route carried "on" structure: City street 23740, Year Built: 2006, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2027), Features Intersected: BR PATE CRK (CITY), Facility Carried by Structure: E. GREENWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 2416, Location: 0.47 M S of 29 Bypass (Lat: 33.640011, Lng: -93.583983), Route carried "on" structure: City street 3, Year Built: 1983, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,880 (year 2040), Features Intersected: Black Branch (City)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 2416, Location: 0.47 M S of 29 Bypass (Lat: 33.640011, Lng: -93.583983), Route carried "on" structure: City street 3, Year Built: 1983, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,880 (year 2040), Features Intersected: Black Branch (City)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: A1723, Location: .2 MI SO JCT SH 73 (Lat: 33.692903, Lng: -93.636933), Route carried "on" structure: US 278, Year Built: 1950, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,490 (year 2028), Design Load: H 15, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.760, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.13m (20.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $156,000, Total Project Cost: $607,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A1723, Location: .2 MI SO JCT SH 73 (Lat: 33.692903, Lng: -93.636933), Route carried "on" structure: US 278, Year Built: 1950, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,490 (year 2028), Design Load: H 15, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.760, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.13m (20.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $156,000, Total Project Cost: $607,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A5041, Location: 1.21 MI E OF SH 353 (Lat: 33.654300, Lng: -93.660981), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,243 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: HS 20+Mod, Features Intersected: BOIS DE ARC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.599, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A5041, Location: 1.21 MI E OF SH 353 (Lat: 33.654300, Lng: -93.660981), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,243 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: HS 20+Mod, Features Intersected: BOIS DE ARC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.599, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A5042, Location: 1.74 MI NE JCT SH 353 (Lat: 33.657400, Lng: -93.652581), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 13,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: HS 20+Mod, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.452, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A5042, Location: 1.74 MI NE JCT SH 353 (Lat: 33.657400, Lng: -93.652581), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 13,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: HS 20+Mod, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.452, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A5043, Location: 1.97 MI NE JCT SH 353 (Lat: 33.658758, Lng: -93.648869), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: HS 20+Mod, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.822, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A5043, Location: 1.97 MI NE JCT SH 353 (Lat: 33.658758, Lng: -93.648869), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: HS 20+Mod, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.822, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A5045, Location: .76 MI SW JCT SH 4 (Lat: 33.674347, Lng: -93.621328), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 13.99m (45.90ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: HS 20, Features Intersected: KAIMICHI RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.945, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $190,000, Total Project Cost: $939,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A5045, Location: .76 MI SW JCT SH 4 (Lat: 33.674347, Lng: -93.621328), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 13.99m (45.90ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: HS 20, Features Intersected: KAIMICHI RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.945, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $190,000, Total Project Cost: $939,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A5051, Location: .17 MI SW JCT SH 29 (Lat: 33.689239, Lng: -93.600939), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 44%, Average Future Daily Traffic: 13,102 (year 2028), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), 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: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $201,000, Total Project Cost: $346,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: A5051, Location: .17 MI SW JCT SH 29 (Lat: 33.689239, Lng: -93.600939), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 44%, Average Future Daily Traffic: 13,102 (year 2028), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), 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: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $201,000, Total Project Cost: $346,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: A5052, Location: 1.1 MI NE JCT US 278/I-30 (Lat: 33.690889, Lng: -93.598731), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 15,494 (year 2018), Truck Traffic: 44%, Average Future Daily Traffic: 13,102 (year 2028), Design Load: HS 20+Mod, Features Intersected: SH 29-SEC 4 L.M. 0.38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.713, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $307,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: A5052, Location: 1.1 MI NE JCT US 278/I-30 (Lat: 33.690889, Lng: -93.598731), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 15,494 (year 2018), Truck Traffic: 44%, Average Future Daily Traffic: 13,102 (year 2028), Design Load: HS 20+Mod, Features Intersected: SH 29-SEC 4 L.M. 0.38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.713, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $307,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: B5041, Location: 1.21 MI EAST OF SH 353 (Lat: 33.653939, Lng: -93.660781), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1995, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,243 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 39,900 (year 2038), Design Load: HS 20+Mod, Features Intersected: BOIS DE ARC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.599, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B5041, Location: 1.21 MI EAST OF SH 353 (Lat: 33.653939, Lng: -93.660781), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1995, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,243 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 39,900 (year 2038), Design Load: HS 20+Mod, Features Intersected: BOIS DE ARC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.599, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B5042, Location: 1.47 MI NE OF SH 353 (Lat: 33.657031, Lng: -93.652389), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 13,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 39,900 (year 2038), Design Load: HS 20+Mod, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.452, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $200,000, Total Project Cost: $475,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B5042, Location: 1.47 MI NE OF SH 353 (Lat: 33.657031, Lng: -93.652389), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 13,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 39,900 (year 2038), Design Load: HS 20+Mod, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.452, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $200,000, Total Project Cost: $475,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B5043, Location: 2.76 MI. W OF S.H.278 JCT (Lat: 33.658400, Lng: -93.648686), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 39,900 (year 2038), Design Load: HS 20+Mod, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.822, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: Better than 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, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $204,000, Total Project Cost: $604,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B5043, Location: 2.76 MI. W OF S.H.278 JCT (Lat: 33.658400, Lng: -93.648686), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 39,900 (year 2038), Design Load: HS 20+Mod, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.822, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: Better than 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, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $204,000, Total Project Cost: $604,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B5045, Location: .76 MI SW OF SH 278 JCT (Lat: 33.674469, Lng: -93.620442), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 13.05m (42.81ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: HS 20, Features Intersected: KAIMICHI RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.041, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 20.7m (67.9ft), 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: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.82m (35.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $190,000, Total Project Cost: $962,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B5045, Location: .76 MI SW OF SH 278 JCT (Lat: 33.674469, Lng: -93.620442), Route carried "on" structure: Interstate 30, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 13.05m (42.81ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: HS 20, Features Intersected: KAIMICHI RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.041, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 20.7m (67.9ft), 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: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.82m (35.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Roadway Improvement Cost: $190,000, Total Project Cost: $962,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B5051, Location: .17 MI SW JCT SH 29 (Lat: 33.688958, Lng: -93.600594), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 49%, Average Future Daily Traffic: 41,300 (year 2038), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: B5051, Location: .17 MI SW JCT SH 29 (Lat: 33.688958, Lng: -93.600594), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 49%, Average Future Daily Traffic: 41,300 (year 2038), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: B5052, Location: 1.0 MI NE JCT US 278/I-30 (Lat: 33.690400, Lng: -93.598500), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 15,494 (year 2018), Truck Traffic: 49%, Average Future Daily Traffic: 41,300 (year 2038), Design Load: HS 20+Mod, Features Intersected: SH 29-SEC 4- 0.37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.713, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: B5052, Location: 1.0 MI NE JCT US 278/I-30 (Lat: 33.690400, Lng: -93.598500), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 15,494 (year 2018), Truck Traffic: 49%, Average Future Daily Traffic: 41,300 (year 2038), Design Load: HS 20+Mod, Features Intersected: SH 29-SEC 4- 0.37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.713, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: M1216, Location: 1.2 MI W JCT SH 174 & 67 (Lat: 33.661175, Lng: -93.622864), Route carried "on" structure: US 67, Year Built: 1930, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,244 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.958, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: M1216, Location: 1.2 MI W JCT SH 174 & 67 (Lat: 33.661175, Lng: -93.622864), Route carried "on" structure: US 67, Year Built: 1930, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,244 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.958, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: M1217, Location: 0.2 MI W JCT SH 278 & 67 (Lat: 33.668181, Lng: -93.577069), Route carried "on" structure: US 67, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,707 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,612 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.271, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: M1217, Location: 0.2 MI W JCT SH 278 & 67 (Lat: 33.668181, Lng: -93.577069), Route carried "on" structure: US 67, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,707 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,612 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.271, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: M3801, Location: 3.5 MI E OF HOPE (Lat: 33.645208, Lng: -93.530203), Route carried "on" structure: US 278, Year Built: 1974, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,764 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,371 (year 2028), Design Load: H 15, Features Intersected: BODCAU CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M3801, Location: 3.5 MI E OF HOPE (Lat: 33.645208, Lng: -93.530203), Route carried "on" structure: US 278, Year Built: 1974, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,764 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,371 (year 2028), Design Load: H 15, Features Intersected: BODCAU CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: X003, Location: 2.02 MI. S.W. OF S.H. 278 (Lat: 33.663650, Lng: -93.637461), Route carried "on" structure: Interstate 30, Year Built: 1967, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.013, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: X003, Location: 2.02 MI. S.W. OF S.H. 278 (Lat: 33.663650, Lng: -93.637461), Route carried "on" structure: Interstate 30, Year Built: 1967, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,910 (year 2027), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.013, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: X0031, Location: 0.8 MI SW JCT SH 278 & 30 (Lat: 33.673461, Lng: -93.621800), Route carried "on" structure: Interstate 30, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 31,819 (year 2027), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.784, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: X0031, Location: 0.8 MI SW JCT SH 278 & 30 (Lat: 33.673461, Lng: -93.621800), Route carried "on" structure: Interstate 30, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 31,819 (year 2027), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.784, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: X0032, Location: 0.9MI NE JCT SH 29 & 30 (Lat: 33.697639, Lng: -93.588722), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 50%, Average Future Daily Traffic: 27,452 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.936, Lanes on structure: 4, 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: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: X0032, Location: 0.9MI NE JCT SH 29 & 30 (Lat: 33.697639, Lng: -93.588722), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 50%, Average Future Daily Traffic: 27,452 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.936, Lanes on structure: 4, 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: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: X0034, Location: 2.0 MI SW JCT SH 278 & 30 (Lat: 33.663078, Lng: -93.637650), Route carried "on" structure: Interstate 30, Year Built: 1967, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 39,900 (year 2038), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: X0034, Location: 2.0 MI SW JCT SH 278 & 30 (Lat: 33.663078, Lng: -93.637650), Route carried "on" structure: Interstate 30, Year Built: 1967, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 39,900 (year 2038), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: X0384, Location: 1.25MI W SH 278 (Lat: 33.694592, Lng: -93.657328), Route carried "on" structure: State highway 73, Year Built: 1979, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,388 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,121 (year 2028), Design Load: H 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: X0384, Location: 1.25MI W SH 278 (Lat: 33.694592, Lng: -93.657328), Route carried "on" structure: State highway 73, Year Built: 1979, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,388 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,121 (year 2028), Design Load: H 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: X0551, Location: 0.10 M S JCT SH 29 BYPASS (Lat: 33.685469, Lng: -93.579969), Route carried "on" structure: City street 33430, Year Built: 1983, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2038), Design Load: H 20, Features Intersected: PATE CREEK (CITY), Facility Carried by Structure: EXP STATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: X0551, Location: 0.10 M S JCT SH 29 BYPASS (Lat: 33.685469, Lng: -93.579969), Route carried "on" structure: City street 33430, Year Built: 1983, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2038), Design Load: H 20, Features Intersected: PATE CREEK (CITY), Facility Carried by Structure: EXP STATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: X0775, Location: 1.45 M. N. OF JCT. 67&278 (Lat: 33.687428, Lng: -93.580619), Route carried "on" structure: US 278, Year Built: 1990, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 7,500 (year 2038), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.940, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: X0775, Location: 1.45 M. N. OF JCT. 67&278 (Lat: 33.687428, Lng: -93.580619), Route carried "on" structure: US 278, Year Built: 1990, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 7,500 (year 2038), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.940, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: X0776, Location: 1.23 MI N JCT US HWY 67 (Lat: 33.683044, Lng: -93.575725), Route carried "on" structure: US 278, Year Built: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 7,500 (year 2038), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.615, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: X0776, Location: 1.23 MI N JCT US HWY 67 (Lat: 33.683044, Lng: -93.575725), Route carried "on" structure: US 278, Year Built: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 7,500 (year 2038), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.615, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: X0906, Location: 2.25 N W JCT. S 473 & S H (Lat: 33.695431, Lng: -93.674989), Route carried "on" structure: State highway 73, Year Built: 1996, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,388 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,121 (year 2028), Design Load: H 20, Features Intersected: BLACK BOIS D'ARC RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.280, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: X0906, Location: 2.25 N W JCT. S 473 & S H (Lat: 33.695431, Lng: -93.674989), Route carried "on" structure: State highway 73, Year Built: 1996, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,388 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,121 (year 2028), Design Load: H 20, Features Intersected: BLACK BOIS D'ARC RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.280, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: X0907, Location: 1.33 M W JCT SH 73 SH 278 (Lat: 33.695483, Lng: -93.676875), Route carried "on" structure: State highway 73, Year Built: 1996, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,388 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,747 (year 2028), Design Load: H 20, Features Intersected: BLACK BOIS D'ARC RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.990, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: X0907, Location: 1.33 M W JCT SH 73 SH 278 (Lat: 33.695483, Lng: -93.676875), Route carried "on" structure: State highway 73, Year Built: 1996, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,388 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,747 (year 2028), Design Load: H 20, Features Intersected: BLACK BOIS D'ARC RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.990, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: X1011, Location: 0.65 MI.EAST OFJCT S.H.67 (Lat: 33.664308, Lng: -93.560658), Route carried "on" structure: State highway 73, Year Built: 1997, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,620 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: X1011, Location: 0.65 MI.EAST OFJCT S.H.67 (Lat: 33.664308, Lng: -93.560658), Route carried "on" structure: State highway 73, Year Built: 1997, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,620 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: X1096, Location: .65 MI. S. OF JCT. S.H.67 (Lat: 33.657511, Lng: -93.603267), Route carried "on" structure: State highway 174, Year Built: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,868 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: X1096, Location: .65 MI. S. OF JCT. S.H.67 (Lat: 33.657511, Lng: -93.603267), Route carried "on" structure: State highway 174, Year Built: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,868 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 2152, Location: IN S CITY LIMITES OF HOPE (Lat: 33.646389, Lng: -93.590000), Route carried "under" structure: State highway 29, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2014), Truck Traffic: 1%, Features Intersected: SH 29-SEC 3 SB&N.B LANES, Facility Carried by Structure: L&A RR
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 19.875, Length of Maximum Span: 0.0m
Structure Number: 2152, Location: IN S CITY LIMITES OF HOPE (Lat: 33.646389, Lng: -93.590000), Route carried "under" structure: State highway 29, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2014), Truck Traffic: 1%, Features Intersected: SH 29-SEC 3 SB&N.B LANES, Facility Carried by Structure: L&A RR
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 19.875, Length of Maximum Span: 0.0m
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Structure Number: 2152, Location: IN S CITY LIMITES OF HOPE (Lat: 33.646389, Lng: -93.590000), Route carried "under" structure: State highway 29, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2014), Truck Traffic: 1%, Features Intersected: SH 29-SEC 3 SB&N.B LANES, Facility Carried by Structure: L&A RR
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 19.875, Length of Maximum Span: 0.0m
Structure Number: 2152, Location: IN S CITY LIMITES OF HOPE (Lat: 33.646389, Lng: -93.590000), Route carried "under" structure: State highway 29, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2014), Truck Traffic: 1%, Features Intersected: SH 29-SEC 3 SB&N.B LANES, Facility Carried by Structure: L&A RR
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 19.875, Length of Maximum Span: 0.0m
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Structure Number: 5044, Location: JCT I-30 & CO.RD.2 (Lat: 33.669167, Lng: -93.628889), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-30 SEC 12 LM28.63, Facility Carried by Structure: CR 2 ZONE -E-8.65
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 46.108, Length of Maximum Span: 0.0m
Structure Number: 5044, Location: JCT I-30 & CO.RD.2 (Lat: 33.669167, Lng: -93.628889), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-30 SEC 12 LM28.63, Facility Carried by Structure: CR 2 ZONE -E-8.65
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 46.108, Length of Maximum Span: 0.0m
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Structure Number: 5044, Location: JCT I-30 & CO.RD.2 (Lat: 33.669167, Lng: -93.628889), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-30 SEC 12 LM28.63, Facility Carried by Structure: CR 2 ZONE -E-8.65
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 46.108, Length of Maximum Span: 0.0m
Structure Number: 5044, Location: JCT I-30 & CO.RD.2 (Lat: 33.669167, Lng: -93.628889), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-30 SEC 12 LM28.63, Facility Carried by Structure: CR 2 ZONE -E-8.65
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 46.108, Length of Maximum Span: 0.0m
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Structure Number: 5053, Location: JCT I-30 & CO.RD.248 (Lat: 33.702672, Lng: -93.581383), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12- 32.21
Minimum Vertical Clearance: 4.89m (16.04ft), Kilometerpoint: 51.837, Length of Maximum Span: 0.0m
Structure Number: 5053, Location: JCT I-30 & CO.RD.248 (Lat: 33.702672, Lng: -93.581383), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12- 32.21
Minimum Vertical Clearance: 4.89m (16.04ft), Kilometerpoint: 51.837, Length of Maximum Span: 0.0m
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Structure Number: 5053, Location: JCT I-30 & CO.RD.248 (Lat: 33.702672, Lng: -93.581383), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12- 32.21
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 51.837, Length of Maximum Span: 0.0m
Structure Number: 5053, Location: JCT I-30 & CO.RD.248 (Lat: 33.702672, Lng: -93.581383), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12- 32.21
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 51.837, Length of Maximum Span: 0.0m
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Structure Number: 5147, Location: JCT I-30 & CO.RD. 21 (Lat: 33.664711, Lng: -93.634211), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 12,LM 28.19, Facility Carried by Structure: C.R. 21 -E- 2.47
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 45.367, Length of Maximum Span: 0.0m
Structure Number: 5147, Location: JCT I-30 & CO.RD. 21 (Lat: 33.664711, Lng: -93.634211), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 12,LM 28.19, Facility Carried by Structure: C.R. 21 -E- 2.47
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 45.367, Length of Maximum Span: 0.0m
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Structure Number: 5147, Location: JCT I-30 & CO.RD. 21 (Lat: 33.664711, Lng: -93.634211), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 12,LM 28.19, Facility Carried by Structure: C.R. 21 -E- 2.47
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 45.367, Length of Maximum Span: 0.0m
Structure Number: 5147, Location: JCT I-30 & CO.RD. 21 (Lat: 33.664711, Lng: -93.634211), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 12,LM 28.19, Facility Carried by Structure: C.R. 21 -E- 2.47
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 45.367, Length of Maximum Span: 0.0m