Bridge Statistics for Buckner, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 131ft / 40.0mTotal length
- $132,000Total costs
- 19,713Total average daily traffic
- 1,921Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Buckner
- No street view available for this location
- New bridges - historical statistics
- 41960-1969
- 21970-1979
- 11980-1989
- 21990-1999
- 22000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 63.6%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 45.5%Good
- 36.4%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 18.2%Very good
- 45.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 28.6%Very good
- 7.1%Good
- 42.9%Satisfactory
- 21.4%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
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Structure Number: 3546, Location: .50 MI N CRITTENDEN CO (Lat: 35.445289, Lng: -90.251200), Route carried "on" structure: State highway 77, Year Built: 1962, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 268 (year 2028), Design Load: H 15, Features Intersected: DRAINAGE DITCH NUMBER 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.982, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3546, Location: .50 MI N CRITTENDEN CO (Lat: 35.445289, Lng: -90.251200), Route carried "on" structure: State highway 77, Year Built: 1962, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 268 (year 2028), Design Load: H 15, Features Intersected: DRAINAGE DITCH NUMBER 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.982, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4743, Location: 2.4 M SE JCT U.S. HWY 82 (Lat: 33.333547, Lng: -93.420925), Route carried "on" structure: County highway 37, Year Built: 1995, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 97 (year 2013), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4743, Location: 2.4 M SE JCT U.S. HWY 82 (Lat: 33.333547, Lng: -93.420925), Route carried "on" structure: County highway 37, Year Built: 1995, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 97 (year 2013), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4744, Location: 2.43 MS JCT US HWY 82 (Lat: 33.333039, Lng: -93.419283), Route carried "on" structure: County highway 37, Year Built: 1995, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 519 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 97 (year 2013), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4744, Location: 2.43 MS JCT US HWY 82 (Lat: 33.333039, Lng: -93.419283), Route carried "on" structure: County highway 37, Year Built: 1995, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 519 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 97 (year 2013), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 49, Location: 2.1 MILES S.E. OF BUCKNER (Lat: 33.334336, Lng: -93.424894), Route carried "on" structure: County highway 37, Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 30 (year 2028), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 49, Location: 2.1 MILES S.E. OF BUCKNER (Lat: 33.334336, Lng: -93.424894), Route carried "on" structure: County highway 37, Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 30 (year 2028), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5233, Location: HWY-82@COLUMBIA CO LINE (Lat: 33.358939, Lng: -93.414739), Route carried "on" structure: US 82, Year Built: 1970, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 5,433 (year 2028), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.278, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5233, Location: HWY-82@COLUMBIA CO LINE (Lat: 33.358939, Lng: -93.414739), Route carried "on" structure: US 82, Year Built: 1970, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 5,433 (year 2028), Design Load: HS 20, Features Intersected: DORCHEAT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.278, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2281, Location: 4 M W Jct SH 61 & CR 44 (Lat: 35.843058, Lng: -89.990500), Route carried "on" structure: County highway 44, Year Built: 2004, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 357 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 46 (year 2017), Features Intersected: Ditch #17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2281, Location: 4 M W Jct SH 61 & CR 44 (Lat: 35.843058, Lng: -89.990500), Route carried "on" structure: County highway 44, Year Built: 2004, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 357 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 46 (year 2017), Features Intersected: Ditch #17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23147, Location: 1.6 M W JCT SH 53 & CR 31 (Lat: 33.414489, Lng: -93.439575), Route carried "on" structure: County highway 31, Year Built: 2008, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 658 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 344 (year 2007), Features Intersected: BRANCH OF CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 23147, Location: 1.6 M W JCT SH 53 & CR 31 (Lat: 33.414489, Lng: -93.439575), Route carried "on" structure: County highway 31, Year Built: 2008, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 658 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 344 (year 2007), Features Intersected: BRANCH OF CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 23928, Location: 3.70 miles north of US 82 (Lat: 33.391208, Lng: -93.380358), Route carried "on" structure: County highway 31, Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 523 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 55 (year 2037), Features Intersected: Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 5.955, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 23928, Location: 3.70 miles north of US 82 (Lat: 33.391208, Lng: -93.380358), Route carried "on" structure: County highway 31, Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 523 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 55 (year 2037), Features Intersected: Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 5.955, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 24197, Location: 1.2 M W SH 53 & HWY 31 (Lat: 33.419642, Lng: -93.435875), Route carried "on" structure: County highway 31, Year Built: 2021, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 658 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 344 (year 2007), Features Intersected: Clear Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 24197, Location: 1.2 M W SH 53 & HWY 31 (Lat: 33.419642, Lng: -93.435875), Route carried "on" structure: County highway 31, Year Built: 2021, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 658 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 344 (year 2007), Features Intersected: Clear Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: M0992, Location: 2.0 MI N BUCKNER (Lat: 33.383711, Lng: -93.424211), Route carried "on" structure: State highway 53, Year Built: 1964, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 688 (year 2028), Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.323, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Total Project Cost: $130,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M0992, Location: 2.0 MI N BUCKNER (Lat: 33.383711, Lng: -93.424211), Route carried "on" structure: State highway 53, Year Built: 1964, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 688 (year 2028), Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.323, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Total Project Cost: $130,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M0993, Location: 2.1 MI N OF BUCKNER (Lat: 33.382900, Lng: -93.426719), Route carried "on" structure: State highway 53, Year Built: 1964, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 688 (year 2028), Features Intersected: CLEAR CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.564, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), 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: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.8 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M0993, Location: 2.1 MI N OF BUCKNER (Lat: 33.382900, Lng: -93.426719), Route carried "on" structure: State highway 53, Year Built: 1964, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 688 (year 2028), Features Intersected: CLEAR CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.564, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), 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: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.8 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M0994, Location: 0.5 MI N OF BUCKNER (Lat: 33.369419, Lng: -93.433469), Route carried "on" structure: State highway 53, Year Built: 1964, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 688 (year 2028), Features Intersected: BRANCH OF CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M0994, Location: 0.5 MI N OF BUCKNER (Lat: 33.369419, Lng: -93.433469), Route carried "on" structure: State highway 53, Year Built: 1964, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 688 (year 2028), Features Intersected: BRANCH OF CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M1509, Location: 1.25 MI E OF STAMPS ARK (Lat: 33.358975, Lng: -93.418028), Route carried "on" structure: US 82, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 5,433 (year 2028), Design Load: H 15, Features Intersected: DORTCHEAT RLF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.989, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: M1509, Location: 1.25 MI E OF STAMPS ARK (Lat: 33.358975, Lng: -93.418028), Route carried "on" structure: US 82, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 5,433 (year 2028), Design Load: H 15, Features Intersected: DORTCHEAT RLF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.989, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: DAPAMCPIN000001, Location: 155 FT SW WEBSTER RD (Lat: 34.353339, Lng: -92.100961), Route carried "on" structure: Other road , Year Built: 1983, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,000 (year 2042), Design Load: HS 20, Features Intersected: RUNOFF CONTROL DITCH, Facility Carried by Structure: RIDEOUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.2m (20.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.69m (5.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
Structure Number: DAPAMCPIN000001, Location: 155 FT SW WEBSTER RD (Lat: 34.353339, Lng: -92.100961), Route carried "on" structure: Other road , Year Built: 1983, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,000 (year 2042), Design Load: HS 20, Features Intersected: RUNOFF CONTROL DITCH, Facility Carried by Structure: RIDEOUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.2m (20.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.69m (5.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
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Structure Number: 2128, Location: 10.5 MI E OF LEWISVILLE (Lat: 33.354200, Lng: -93.400289), Route carried "under" structure: US 82, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2014), Truck Traffic: 1%, Features Intersected: US 82-SEC 3, Facility Carried by Structure: SLSW RR
Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 1.432, Length of Maximum Span: 0.0m
Structure Number: 2128, Location: 10.5 MI E OF LEWISVILLE (Lat: 33.354200, Lng: -93.400289), Route carried "under" structure: US 82, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2014), Truck Traffic: 1%, Features Intersected: US 82-SEC 3, Facility Carried by Structure: SLSW RR
Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 1.432, Length of Maximum Span: 0.0m