Bridge Statistics for Prescott, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 40Number of bridges
- 308ft / 93.5mTotal length
- $1,531,000Total costs
- 197,822Total average daily traffic
- 20,369Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Prescott
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 51930-1939
- 11950-1959
- 51960-1969
- 71970-1979
- 41980-1989
- 31990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 6.3%Very good
- 56.3%Good
- 31.3%Satisfactory
- 6.3%Poor
- Bridge Condition - Superstructure
- 62.5%Good
- 18.8%Satisfactory
- 12.5%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 37.5%Good
- 43.8%Satisfactory
- 12.5%Fair
- 6.3%Serious
- Bridge Condition - Channel
- 8.0%Very good
- 40.0%Good
- 36.0%Satisfactory
- 16.0%Fair
- Bridge Condition - Culverts
- 23.1%Very good
- 38.5%Good
- 23.1%Satisfactory
- 15.4%Fair
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Structure Number: 506, Location: 2.51 MI NE JCT US 62 & 67 (Lat: 36.283228, Lng: -90.944247), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1955, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 5,819 (year 2018), Truck Traffic: 34%, Average Future Daily Traffic: 6,300 (year 2038), Design Load: H 20, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Roadway Improvement Cost: $306,000, Total Project Cost: $705,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 506, Location: 2.51 MI NE JCT US 62 & 67 (Lat: 36.283228, Lng: -90.944247), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1955, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 5,819 (year 2018), Truck Traffic: 34%, Average Future Daily Traffic: 6,300 (year 2038), Design Load: H 20, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Roadway Improvement Cost: $306,000, Total Project Cost: $705,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142, Location: NE OUTSKIRTS OF PRESCOTT (Lat: 33.815139, Lng: -93.375989), Route carried "on" structure: US 67, Year Built: 1930, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,400 (year 2038), Design Load: H 15, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.227, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $316,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142, Location: NE OUTSKIRTS OF PRESCOTT (Lat: 33.815139, Lng: -93.375989), Route carried "on" structure: US 67, Year Built: 1930, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,400 (year 2038), Design Load: H 15, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.227, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $316,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1537, Location: 3.2 MI NE OF PRESCOTT (Lat: 33.852639, Lng: -93.345339), Route carried "on" structure: US 67, Year Built: 1930, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,492 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,500 (year 2038), Design Load: H 15, Features Intersected: MOORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.344, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1537, Location: 3.2 MI NE OF PRESCOTT (Lat: 33.852639, Lng: -93.345339), Route carried "on" structure: US 67, Year Built: 1930, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,492 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,500 (year 2038), Design Load: H 15, Features Intersected: MOORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.344, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1763, Location: 2.40 MI SW OF PRESCOTT (Lat: 33.763150, Lng: -93.430289), Route carried "on" structure: US 67, Year Built: 1934, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: H 15, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1763, Location: 2.40 MI SW OF PRESCOTT (Lat: 33.763150, Lng: -93.430289), Route carried "on" structure: US 67, Year Built: 1934, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: H 15, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1764, Location: 2.00 MI SW OF PRESCOTT (Lat: 33.787300, Lng: -93.399900), Route carried "on" structure: US 67, Year Built: 1934, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: H 15, Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), 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: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 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: Meets minimum limits, 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1764, Location: 2.00 MI SW OF PRESCOTT (Lat: 33.787300, Lng: -93.399900), Route carried "on" structure: US 67, Year Built: 1934, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: H 15, Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), 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: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 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: Meets minimum limits, 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1765, Location: W. OUTSKIRTS OF PRESCOTT (Lat: 33.795000, Lng: -93.390197), Route carried "on" structure: US 67, Year Built: 1934, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: H 15, Features Intersected: MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.442, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.1 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: Meets minimum limits, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1765, Location: W. OUTSKIRTS OF PRESCOTT (Lat: 33.795000, Lng: -93.390197), Route carried "on" structure: US 67, Year Built: 1934, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: H 15, Features Intersected: MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.442, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.1 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: Meets minimum limits, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4287, Location: .25 M S BOUGHTON (Lat: 33.847789, Lng: -93.324350), Route carried "on" structure: County highway 35, Year Built: 1975, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 44 (year 2007), Design Load: H 15, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4287, Location: .25 M S BOUGHTON (Lat: 33.847789, Lng: -93.324350), Route carried "on" structure: County highway 35, Year Built: 1975, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 44 (year 2007), Design Load: H 15, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 506, Location: 1.67 MI E HEMPSTEAD CO (Lat: 33.796239, Lng: -93.443764), Route carried "on" structure: State highway 332, Year Built: 1972, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 360 (year 2040), Design Load: H 20, Features Intersected: I 30-SEC 13 - 42.46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 39.3m (128.9ft), 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: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 506, Location: 1.67 MI E HEMPSTEAD CO (Lat: 33.796239, Lng: -93.443764), Route carried "on" structure: State highway 332, Year Built: 1972, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 360 (year 2040), Design Load: H 20, Features Intersected: I 30-SEC 13 - 42.46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 39.3m (128.9ft), 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: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5061, Location: JCT HWY 371 & I-30 (Lat: 33.810464, Lng: -93.424361), Route carried "on" structure: US 371, Year Built: 1972, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,840 (year 2040), Design Load: HS 20, Features Intersected: I 30- SEC-13- 43.95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 39.6m (129.9ft), 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: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5061, Location: JCT HWY 371 & I-30 (Lat: 33.810464, Lng: -93.424361), Route carried "on" structure: US 371, Year Built: 1972, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,840 (year 2040), Design Load: HS 20, Features Intersected: I 30- SEC-13- 43.95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 39.6m (129.9ft), 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: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5063, Location: 1.8 MI NW OF SH 24 (Lat: 33.831000, Lng: -93.394700), Route carried "on" structure: State highway 19, Year Built: 1972, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 7,600 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 9,120 (year 2040), Design Load: HS 20, Features Intersected: I 30-SEC 13-46.19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 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: 27.4m (89.9ft), 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: 13.0m (42.7ft)
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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5063, Location: 1.8 MI NW OF SH 24 (Lat: 33.831000, Lng: -93.394700), Route carried "on" structure: State highway 19, Year Built: 1972, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 7,600 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 9,120 (year 2040), Design Load: HS 20, Features Intersected: I 30-SEC 13-46.19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 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: 27.4m (89.9ft), 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: 13.0m (42.7ft)
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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5117, Location: 1.3 MI NE JCT SH 19 (Lat: 33.849603, Lng: -93.372350), Route carried "on" structure: County highway 37, Year Built: 1967, Status: Open, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 234 (year 2007), Design Load: H 15, Features Intersected: I 30-SEC 13-47.93
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.153, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.1m (79.1ft), 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: 8.8m (28.9ft)
Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5117, Location: 1.3 MI NE JCT SH 19 (Lat: 33.849603, Lng: -93.372350), Route carried "on" structure: County highway 37, Year Built: 1967, Status: Open, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 234 (year 2007), Design Load: H 15, Features Intersected: I 30-SEC 13-47.93
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.153, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.1m (79.1ft), 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: 8.8m (28.9ft)
Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5443, Location: 3 MI S JCT SH 24 (Lat: 33.748461, Lng: -93.381700), Route carried "on" structure: US 371, Year Built: 1971, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 2,400 (year 2038), Design Load: HS 20, Features Intersected: SOUTH FORK MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.922, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 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: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5443, Location: 3 MI S JCT SH 24 (Lat: 33.748461, Lng: -93.381700), Route carried "on" structure: US 371, Year Built: 1971, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 2,400 (year 2038), Design Load: HS 20, Features Intersected: SOUTH FORK MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.922, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 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: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5444, Location: 2.5 MI S JCT US 371 (Lat: 33.759100, Lng: -93.385850), Route carried "on" structure: US 371, Year Built: 1971, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 2,400 (year 2038), Design Load: HS 20, Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.683, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5444, Location: 2.5 MI S JCT US 371 (Lat: 33.759100, Lng: -93.385850), Route carried "on" structure: US 371, Year Built: 1971, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 2,400 (year 2038), Design Load: HS 20, Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.683, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5876, Location: .32 MI NO OF JCT SH 24 (Lat: 33.811550, Lng: -93.384869), Route carried "on" structure: State highway 19, Year Built: 1985, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,604 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: HS 20, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $168,000, Total Project Cost: $510,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5876, Location: .32 MI NO OF JCT SH 24 (Lat: 33.811550, Lng: -93.384869), Route carried "on" structure: State highway 19, Year Built: 1985, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,604 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: HS 20, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $168,000, Total Project Cost: $510,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15565, Location: 3.62 ME JCT US HWY 67 (Lat: 33.808056, Lng: -93.313889), Route carried "on" structure: County highway 18, Year Built: 1975, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 416 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 133 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.826, 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: 7, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: May 2020
Structure Number: 15565, Location: 3.62 ME JCT US HWY 67 (Lat: 33.808056, Lng: -93.313889), Route carried "on" structure: County highway 18, Year Built: 1975, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 416 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 133 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.826, 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: 7, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: May 2020
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Structure Number: 15582, Location: 3.1 Mi. N JCT US 67 (Lat: 33.868600, Lng: -93.371700), Route carried "on" structure: County highway 37, Year Built: 1925, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 98 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 132 (year 2007), Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.723, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15582, Location: 3.1 Mi. N JCT US 67 (Lat: 33.868600, Lng: -93.371700), Route carried "on" structure: County highway 37, Year Built: 1925, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 98 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 132 (year 2007), Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.723, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22131, Location: 1.4 M. NE. JCT. US67 (Lat: 33.850000, Lng: -93.358500), Route carried "on" structure: County highway 220, Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 331 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 57 (year 2007), Features Intersected: MOORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 0.9m (3.0ft)
Condition: Channel: Good, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 22131, Location: 1.4 M. NE. JCT. US67 (Lat: 33.850000, Lng: -93.358500), Route carried "on" structure: County highway 220, Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 331 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 57 (year 2007), Features Intersected: MOORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 0.9m (3.0ft)
Condition: Channel: Good, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2221, Location: 1.3 MI E JCT SH 19 (Lat: 33.765414, Lng: -93.364058), Route carried "on" structure: County highway 28, Year Built: 1999, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 210 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 45 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: Satisfactory, Operating Rating: 38.1 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, 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: June 2020
Structure Number: 2221, Location: 1.3 MI E JCT SH 19 (Lat: 33.765414, Lng: -93.364058), Route carried "on" structure: County highway 28, Year Built: 1999, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 210 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 45 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: Satisfactory, Operating Rating: 38.1 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, 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: June 2020
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Structure Number: 23312, Location: 3.14 M. SE JCT SH 24 (Lat: 33.766800, Lng: -93.342600), Route carried "on" structure: County highway 23, Year Built: 2010, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 260 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.053, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 2 degrees, Material/Design: Steel, 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: 38.1 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, 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: October 2021
Structure Number: 23312, Location: 3.14 M. SE JCT SH 24 (Lat: 33.766800, Lng: -93.342600), Route carried "on" structure: County highway 23, Year Built: 2010, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 260 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.053, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 2 degrees, Material/Design: Steel, 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: 38.1 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, 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: October 2021
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Structure Number: 23485, Location: 1.5 MI SO JCT SH 24 (Lat: 33.772300, Lng: -93.329311), Route carried "on" structure: County highway 240, Year Built: 2013, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 366 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 163 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Better than 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: June 2021
Structure Number: 23485, Location: 1.5 MI SO JCT SH 24 (Lat: 33.772300, Lng: -93.329311), Route carried "on" structure: County highway 240, Year Built: 2013, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 366 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 163 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Better than 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: June 2021
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Structure Number: M0573, Location: .47 M S HEMPSTEAD CO LINE (Lat: 33.818989, Lng: -93.462031), Route carried "on" structure: US 371, Year Built: 1954, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,633 (year 2028), Design Load: H 15, Features Intersected: WICKERS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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, Waterway Adequacy: 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: Febuary 2022
Structure Number: M0573, Location: .47 M S HEMPSTEAD CO LINE (Lat: 33.818989, Lng: -93.462031), Route carried "on" structure: US 371, Year Built: 1954, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,633 (year 2028), Design Load: H 15, Features Intersected: WICKERS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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, Waterway Adequacy: 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: Febuary 2022
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Structure Number: M2905, Location: 5.0 MI E JCT SH 195 & 332 (Lat: 33.796708, Lng: -93.478744), Route carried "on" structure: State highway 332, Year Built: 1963, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 412 (year 2028), Features Intersected: VICKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present 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: Bituminous
Structure Number: M2905, Location: 5.0 MI E JCT SH 195 & 332 (Lat: 33.796708, Lng: -93.478744), Route carried "on" structure: State highway 332, Year Built: 1963, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 412 (year 2028), Features Intersected: VICKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present 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: Bituminous
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Structure Number: M2906, Location: JUST E OF I 30 UNDERPASS (Lat: 33.796197, Lng: -93.440939), Route carried "on" structure: State highway 332, Year Built: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 360 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 385 (year 2028), Design Load: H 20, Features Intersected: STEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.0 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: May 2020
Structure Number: M2906, Location: JUST E OF I 30 UNDERPASS (Lat: 33.796197, Lng: -93.440939), Route carried "on" structure: State highway 332, Year Built: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 360 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 385 (year 2028), Design Load: H 20, Features Intersected: STEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.0 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: May 2020
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Structure Number: X0196, Location: 1.5 MI SW OF SH 24 (Lat: 33.797400, Lng: -93.441350), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 50%, Average Future Daily Traffic: 25,656 (year 2028), Design Load: H 20, Features Intersected: STEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.526, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 28.1 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: 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: Febuary 2021
Structure Number: X0196, Location: 1.5 MI SW OF SH 24 (Lat: 33.797400, Lng: -93.441350), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 50%, Average Future Daily Traffic: 25,656 (year 2028), Design Load: H 20, Features Intersected: STEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.526, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 28.1 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: 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: Febuary 2021
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Structure Number: X0197, Location: 0.1 MI SW SH 332 (Lat: 33.795850, Lng: -93.440928), Route carried "on" structure: ServiceInterstate 30, Year Built: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 31 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2028), Design Load: H 20, Features Intersected: STEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.317, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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: May 2020
Structure Number: X0197, Location: 0.1 MI SW SH 332 (Lat: 33.795850, Lng: -93.440928), Route carried "on" structure: ServiceInterstate 30, Year Built: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 31 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2028), Design Load: H 20, Features Intersected: STEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.317, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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: May 2020
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Structure Number: X0497, Location: 1 MI W I-30 & US 371 JCT (Lat: 33.810681, Lng: -93.440872), Route carried "on" structure: US 371, Year Built: 1983, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,564 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 1,749 (year 2028), Design Load: H 20, Features Intersected: STEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: 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: Febuary 2022
Structure Number: X0497, Location: 1 MI W I-30 & US 371 JCT (Lat: 33.810681, Lng: -93.440872), Route carried "on" structure: US 371, Year Built: 1983, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,564 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 1,749 (year 2028), Design Load: H 20, Features Intersected: STEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: 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: Febuary 2022
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Structure Number: X072, Location: 3.73 MI NORTH JCT US67 (Lat: 33.851767, Lng: -93.416228), Route carried "on" structure: State highway 19, Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,749 (year 2028), Design Load: H 20, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.003, 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: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: 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, 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: October 2021
Structure Number: X072, Location: 3.73 MI NORTH JCT US67 (Lat: 33.851767, Lng: -93.416228), Route carried "on" structure: State highway 19, Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,749 (year 2028), Design Load: H 20, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.003, 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: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: 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, 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: October 2021
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Structure Number: X0777, Location: 2.35 MI E JCT US 67 (Lat: 33.794331, Lng: -93.344800), Route carried "on" structure: State highway 24, Year Built: 1988, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,591 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 793 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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: October 2021
Structure Number: X0777, Location: 2.35 MI E JCT US 67 (Lat: 33.794331, Lng: -93.344800), Route carried "on" structure: State highway 24, Year Built: 1988, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,591 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 793 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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: October 2021
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Structure Number: X0849, Location: 1.49 M N E JCT S H 24 (Lat: 33.826389, Lng: -93.400661), Route carried "on" structure: State highway 200, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 280 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 373 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, 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: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: X0849, Location: 1.49 M N E JCT S H 24 (Lat: 33.826389, Lng: -93.400661), Route carried "on" structure: State highway 200, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 280 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 373 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, 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: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 506, Location: 1.67 MI E HEMPSTEAD CO (Lat: 33.796239, Lng: -93.443764), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 13 - 42.46, Facility Carried by Structure: SH 332-SEC 7-1.67
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 68.333, Length of Maximum Span: 0.0m
Structure Number: 506, Location: 1.67 MI E HEMPSTEAD CO (Lat: 33.796239, Lng: -93.443764), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 13 - 42.46, Facility Carried by Structure: SH 332-SEC 7-1.67
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 68.333, Length of Maximum Span: 0.0m
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Structure Number: 506, Location: 1.67 MI E HEMPSTEAD CO (Lat: 33.796239, Lng: -93.443764), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 13 - 42.46, Facility Carried by Structure: SH 332-SEC 7-1.67
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 68.333, Length of Maximum Span: 0.0m
Structure Number: 506, Location: 1.67 MI E HEMPSTEAD CO (Lat: 33.796239, Lng: -93.443764), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 13 - 42.46, Facility Carried by Structure: SH 332-SEC 7-1.67
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 68.333, Length of Maximum Span: 0.0m
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Structure Number: 5061, Location: JCT HWY 371 & I-30 (Lat: 33.810464, Lng: -93.424361), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 30- SEC-13- 43.95, Facility Carried by Structure: US 371 SEC 4 -3.00
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 70.731, Length of Maximum Span: 0.0m
Structure Number: 5061, Location: JCT HWY 371 & I-30 (Lat: 33.810464, Lng: -93.424361), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 30- SEC-13- 43.95, Facility Carried by Structure: US 371 SEC 4 -3.00
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 70.731, Length of Maximum Span: 0.0m
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Structure Number: 5061, Location: JCT HWY 371 & I-30 (Lat: 33.810464, Lng: -93.424361), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 30- SEC-13- 43.95, Facility Carried by Structure: US 371 SEC 4 -3.00
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 70.731, Length of Maximum Span: 0.0m
Structure Number: 5061, Location: JCT HWY 371 & I-30 (Lat: 33.810464, Lng: -93.424361), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I 30- SEC-13- 43.95, Facility Carried by Structure: US 371 SEC 4 -3.00
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 70.731, Length of Maximum Span: 0.0m
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Structure Number: 5062, Location: .62 MI NE JCT SH 24 (Lat: 33.816389, Lng: -93.415556), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-30 EB & WB, Facility Carried by Structure: PN&W RAILROAD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 71.712, Length of Maximum Span: 0.0m
Structure Number: 5062, Location: .62 MI NE JCT SH 24 (Lat: 33.816389, Lng: -93.415556), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-30 EB & WB, Facility Carried by Structure: PN&W RAILROAD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 71.712, Length of Maximum Span: 0.0m
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Structure Number: 5062, Location: .62 MI NE JCT SH 24 (Lat: 33.816389, Lng: -93.415556), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-30 EB & WB, Facility Carried by Structure: PN&W RAILROAD
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 71.712, Length of Maximum Span: 0.0m
Structure Number: 5062, Location: .62 MI NE JCT SH 24 (Lat: 33.816389, Lng: -93.415556), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-30 EB & WB, Facility Carried by Structure: PN&W RAILROAD
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 71.712, Length of Maximum Span: 0.0m
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Structure Number: 5063, Location: 1.8 MI NW OF SH 24 (Lat: 33.831000, Lng: -93.394700), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-46.19, Facility Carried by Structure: SH 19-SEC 5-1.80
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 74.336, Length of Maximum Span: 0.0m
Structure Number: 5063, Location: 1.8 MI NW OF SH 24 (Lat: 33.831000, Lng: -93.394700), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-46.19, Facility Carried by Structure: SH 19-SEC 5-1.80
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 74.336, Length of Maximum Span: 0.0m
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Structure Number: 5063, Location: 1.8 MI NW OF SH 24 (Lat: 33.831000, Lng: -93.394700), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-46.19, Facility Carried by Structure: SH 19-SEC 5-1.80
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 74.255, Length of Maximum Span: 0.0m
Structure Number: 5063, Location: 1.8 MI NW OF SH 24 (Lat: 33.831000, Lng: -93.394700), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-46.19, Facility Carried by Structure: SH 19-SEC 5-1.80
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 74.255, Length of Maximum Span: 0.0m
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Structure Number: 5117, Location: 1.3 MI NE JCT SH 19 (Lat: 33.849603, Lng: -93.372350), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-47.93, Facility Carried by Structure: C.R.37 ZONE E-6.93
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 77.136, Length of Maximum Span: 0.0m
Structure Number: 5117, Location: 1.3 MI NE JCT SH 19 (Lat: 33.849603, Lng: -93.372350), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-47.93, Facility Carried by Structure: C.R.37 ZONE E-6.93
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 77.136, Length of Maximum Span: 0.0m
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Structure Number: 5117, Location: 1.3 MI NE JCT SH 19 (Lat: 33.849603, Lng: -93.372350), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-47.93, Facility Carried by Structure: C.R.37 ZONE E-6.93
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 77.136, Length of Maximum Span: 0.0m
Structure Number: 5117, Location: 1.3 MI NE JCT SH 19 (Lat: 33.849603, Lng: -93.372350), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 11,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-47.93, Facility Carried by Structure: C.R.37 ZONE E-6.93
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 77.136, Length of Maximum Span: 0.0m
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Structure Number: 7133, Location: 0.43 M. WEST OF 67 & 371 (Lat: 33.797486, Lng: -93.387733), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 2,800 (year 2014), Truck Traffic: 1%, Features Intersected: U.S. 67 & UNION P. R/R, Facility Carried by Structure: U.S. 371 -05 -0.21
Minimum Vertical Clearance: 9.99m (32.78ft), Kilometerpoint: 11.796, Length of Maximum Span: 0.0m
Structure Number: 7133, Location: 0.43 M. WEST OF 67 & 371 (Lat: 33.797486, Lng: -93.387733), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 2,800 (year 2014), Truck Traffic: 1%, Features Intersected: U.S. 67 & UNION P. R/R, Facility Carried by Structure: U.S. 371 -05 -0.21
Minimum Vertical Clearance: 9.99m (32.78ft), Kilometerpoint: 11.796, Length of Maximum Span: 0.0m