Bridge Statistics for Greenwood, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 49Number of bridges
- 305ft / 93.4mTotal length
- $1,566,000Total costs
- 184,026Total average daily traffic
- 4,799Total average daily truck traffic
- 185,539Total future (year 2004) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Greenwood
- No street view available for this location
- New bridges - historical statistics
- 61920-1929
- 31930-1939
- 61940-1949
- 71950-1959
- 41960-1969
- 31970-1979
- 21980-1989
- 121990-1999
- 32000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 31950-1959
- 41960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 2.7%Excellent
- 5.4%Very good
- 21.6%Good
- 27.0%Satisfactory
- 37.8%Fair
- 2.7%Poor
- 2.7%Imminent failure
- Bridge Condition - Superstructure
- 2.7%Excellent
- 5.4%Very good
- 18.9%Good
- 29.7%Satisfactory
- 35.1%Fair
- 8.1%Poor
- Bridge Condition - Substructure
- 2.7%Excellent
- 29.7%Good
- 29.7%Satisfactory
- 32.4%Fair
- 2.7%Poor
- 2.7%Serious
- Bridge Condition - Channel
- 22.4%Very good
- 30.6%Good
- 40.8%Satisfactory
- 6.1%Fair
- Bridge Condition - Culverts
- 8.3%Very good
- 16.7%Good
- 66.7%Satisfactory
- 8.3%Fair
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Structure Number: B5194, Location: 0.25 Mi N Jct Hwy 10 (Lat: 35.206839, Lng: -94.292289), Route carried "on" structure: US 71, Year Built: 1996, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 13,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 14,500 (year 2038), Design Load: HS 20, Features Intersected: Hester Creek - Seb Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B5194, Location: 0.25 Mi N Jct Hwy 10 (Lat: 35.206839, Lng: -94.292289), Route carried "on" structure: US 71, Year Built: 1996, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 13,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 14,500 (year 2038), Design Load: HS 20, Features Intersected: Hester Creek - Seb Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M0299, Location: 4.09 MI EAST OF JCT 10S (Lat: 35.190919, Lng: -94.195500), Route carried "on" structure: State highway 10, Year Built: 1928, Year Reconstructed: 1973, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,019 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,721 (year 2028), Design Load: H 15, Features Intersected: Debra Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.550, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: August 2021
Structure Number: M0299, Location: 4.09 MI EAST OF JCT 10S (Lat: 35.190919, Lng: -94.195500), Route carried "on" structure: State highway 10, Year Built: 1928, Year Reconstructed: 1973, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,019 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,721 (year 2028), Design Load: H 15, Features Intersected: Debra Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.550, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: August 2021
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Structure Number: M03, Location: AT GREENWOOD (Lat: 35.211800, Lng: -94.259369), Route carried "on" structure: State highway 10, Year Built: 1963, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,194 (year 2028), Features Intersected: Heartsill Creek-Seb Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.778, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $377,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M03, Location: AT GREENWOOD (Lat: 35.211800, Lng: -94.259369), Route carried "on" structure: State highway 10, Year Built: 1963, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,194 (year 2028), Features Intersected: Heartsill Creek-Seb Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.778, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $377,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M1374, Location: 0.3 MI N OF US 71 (Lat: 35.165622, Lng: -94.274414), Route carried "on" structure: County highway 151, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 469 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 909 (year 2007), Design Load: H 15, Features Intersected: Vineyard Branch-Seb. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M1374, Location: 0.3 MI N OF US 71 (Lat: 35.165622, Lng: -94.274414), Route carried "on" structure: County highway 151, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 469 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 909 (year 2007), Design Load: H 15, Features Intersected: Vineyard Branch-Seb. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M1376, Location: 0.25M S Jct SH10/Elm St (Lat: 35.202500, Lng: -94.259833), Route carried "on" structure: City street 12140, Year Built: 1928, Year Reconstructed: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,791 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 909 (year 2007), Design Load: H 15, Features Intersected: Adamson Creek- Greenwood, Facility Carried by Structure: S Coker Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.856, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2021, Other Special Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M1376, Location: 0.25M S Jct SH10/Elm St (Lat: 35.202500, Lng: -94.259833), Route carried "on" structure: City street 12140, Year Built: 1928, Year Reconstructed: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,791 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 909 (year 2007), Design Load: H 15, Features Intersected: Adamson Creek- Greenwood, Facility Carried by Structure: S Coker Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.856, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2021, Other Special Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M1377, Location: 2.51 MI NW OF SH 10 (Lat: 35.232231, Lng: -94.317561), Route carried "on" structure: US 71, Year Built: 1963, Year Reconstructed: 1988, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 28,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 33,700 (year 2038), Design Load: H 20, Features Intersected: Creek - Sebastian Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.039, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: M1377, Location: 2.51 MI NW OF SH 10 (Lat: 35.232231, Lng: -94.317561), Route carried "on" structure: US 71, Year Built: 1963, Year Reconstructed: 1988, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 28,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 33,700 (year 2038), Design Load: H 20, Features Intersected: Creek - Sebastian Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.039, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: X0874, Location: 0.95 MI N SH 10-1 (Lat: 35.215758, Lng: -94.232150), Route carried "on" structure: State highway 96, Year Built: 1995, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,085 (year 2028), Design Load: H 20, Features Intersected: Creek Sebastian Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, 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: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: X0874, Location: 0.95 MI N SH 10-1 (Lat: 35.215758, Lng: -94.232150), Route carried "on" structure: State highway 96, Year Built: 1995, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,085 (year 2028), Design Load: H 20, Features Intersected: Creek Sebastian Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, 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: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: X1101, Location: 1.78 mi N. U.S.71 JCT. (Lat: 35.184861, Lng: -94.276069), Route carried "on" structure: County highway 151, Year Built: 2002, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 469 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 909 (year 2007), Design Load: H 20, Features Intersected: Vineyard Creek Seb. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: X1101, Location: 1.78 mi N. U.S.71 JCT. (Lat: 35.184861, Lng: -94.276069), Route carried "on" structure: County highway 151, Year Built: 2002, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 469 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 909 (year 2007), Design Load: H 20, Features Intersected: Vineyard Creek Seb. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021